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07-104500-UP AND 07-104501
Safeway Fueling Facility/Retail Store Kiosk 1207 South 320th Street 4ik CITY OF Federal Way Note: This map is intended for use as a graphical representation only. The City of Federal Way makes no warranty as to its accuracy. File # 07-104500 / 07-104501-SE Vicinity Map FN 200 0 200 400 600 800 Feet E N V I R O N M E N T A L 295 NE Gibnaa B&d., Suite 201 Issagnab, Wasbinglon 98027 pb 425.395.0010 fax 425.395.0011 PART N E R S INC April 28, 2006 Ms. Sara Osborne Safeway Inc. 1121 124th Avenue NE Bellevue, Washington 98005-8501 Re: Baseline Environmental Assessment Letter Report and Geotechnical Engineering Study Proposed Safeway Fueling Center #1555 1207 South 320t' Street r Federal Way, Washington EPI Project No. 08288.2 Dear Ms. Osborne: Environmental Partners, Inc. (EPI) is pleased to present this letter report with the results of a recently completed Baseline Environmental Assessment (BEA) for the northwestern portion of the Safeway property located at 1207 South 320th Street in Federal Way, Washington (subject property). This report also includes an attached Geotechnical Engineering Study (GES) report by Earth Solutions Northwest, LLC (ESNW). The GES report is presented in Attachment A. The general location of the subject property is shown on Figure 1. The location of the BEA investigation area is depicted on Figure 2. It is our understanding that Safeway, Inc. (Safeway) is evaluating the feasibility of developing this r portion of the subject property into a retail gasoline sales facility (i.e., fueling center). This BEA focused on investigating potential environmental impacts that may currently be present in soil within the area of the proposed fueling center. A Phase I ESA was previously prepared for Safeway by EPI in March of 2000. The results of that Phase I ESA indicated the following recognized environmental conditions associated with the former use of the subject property and vicinity: • The Kmart formerly occupying the Safeway property (situated south of the proposed fueling center location) from 1977 to 1997 contained an auto shop. The auto shop may have contained hydraulic lifts. The presence of hydraulic lifts can be a recognized environmental condition. A former residence was located on the northern part of the subject property �in the vicinity of the proposed fueling center) in the 1960's. There is a potential that heating oil USTs and/or a septic system associated with this residence may have been left in place. EPI performed a Phase II ESA in conjunction with the Phase I ESA, on behalf of Safeway, Inc. Due to dense subsurface conditions encountered during the Phase 11 ESA, the maximum depth of exploration Ms. Sara Osborne, Safeway Inc. Proposed Fueling Center EPI Project No. 08288.2 April 28, 2006 was 4.5 feet below grade. The results of the Phase II ESA indicated that oil -range petroleum hydrocarbons (ORPH) concentrations in soil exceeded the MTCA Method A Soil Cleanup Level for ORPH in one location. At the time of the Phase II ESA the cleanup level for ORPH was 200 milligrams/kilogram (mg/kg). The detected concentration of ORPH was 1,600 mg/kg. The MTCA Method A Soil Cleanup level for ORPH has since been revised upward to 2,000 mg/kg. OBJECTIVES As stated above, this BEA focused on investigating the area of the proposed fueling center. The general objectives of this BEA included: • Investigating potential petroleum hydrocarbon -related and/or VOC related impacts to soil and ground water at depths of 25 feet below grade or less; • Characterizing the vertical and lateral extent of ORPH soil impacts encountered during the EPI Phase II ESA in March of 2000; • Establishing baseline soil and ground water conditions at the subject property prior to construction of a fueling center, and • Contracting ESNW to conduct a GES and prepare a stand-alone report for Safeway's use. SCOPE OF WORK The BEA scope of work focused on investigating subsurface conditions in the locations of the proposed fueling center features and in the vicinity of the impacts encountered during the Phase II ESA. The locations of fueling station features and borings are depicted on Figure 2. IEPI advanced a total of five soil borings using Hollow Stem Auger (HSA) drilling and sampling techniques in the locations indicated on Figure 2. Borings were advanced to approximately 20 feet below grade in the locations where ground water was encountered and approximately 25 feet below grade in the one location (B-2) where ground water was not encountered. During drilling, soil samples were collected at either 2.5-foot or 5.0-foot vertical intervals and screened for the presence of volatile compounds using a photoionization detector (PID). The soil conditions encountered during drilling were described using the Unified Soil Classification System (USCS) visual - manual procedures (ASTM 2488D). The results of field screening and the soil conditions encountered during drilling are presented on soil borings logs in Attachment B. Soil samples were selected for laboratory analysis based upon the results of field screening. If field screening did not indicate the presence of impacts, samples were selected for analysis on the basis of providing a representative vertical and lateral distribution of soil conditions. Ground water was encountered in four of the five boring locations at depths between 9 and 10 feet below grade. .1 ENVIRON MENTAL PARTN ERS I N c Paget r7 Ms. Sara Osborne, Safeway Inc. Proposed Fueling Center EPI Project No. 08288.2 April28, 2006 A total of six soil samples and four ground water samples were submitted to the laboratory for the analysis of gasoline -range petroleum hydrocarbons (GRPH), diesel and oil -range petroleum hydrocarbons (DRPH & ORPH), benzene, toluene, ethylbenzene and total xylenes (BTEX) and/or volatile organic compounds (VOCs) by Ecology Methods NWTPH-Gx and NWTPH-Dx and EPA Methods 8021 and 8260, respectively. Immediately upon collection, all soil and ground water samples were labeled and placed in an iced cooler pending submittal to the analytical laboratory. All samples were handled and transported under standard chain -of -custody protocols. FINDINGS Subsurface Conditions The general soil profile at the subject property consists of asphalt at the surface, underlain by mixtures of Gravel, Sand and Silt. The results of field screening did not indicate the presence of soil impacts. LI Ground water was consistently encountered between 9 and 10 feet below grade. I Detailed descriptions of the soil types encountered at each boring location and the results of field screening are presented on the boring logs in Attachment B. Analytical Results Soil lA total of six soil samples were submitted to the laboratory for the analysis of GRPH, DRPH, ORPH, BTEX and/or VOCs as indicated above. No target analytes were detected at concentrations exceeding compound -specific laboratory detection limits in any of the six soil samples submitted for analysis. A summary of laboratory analytical results is presented in Table 1 and final analytical laboratory data reports are presented in Attachment C. I1 Ground Water A total of four ground water samples were submitted to the laboratory for the analysis of GRPH, DRPH, GRPH, BTEX and/or VOCs as indicated above. Toluene was detected in ground water at a concentration of 2 micrograms/liter (µg/L) in boring location B-3 which is situated in the immediate vicinity of the previously detected ORPH soil impacts. This concentration is well below the MTCA Method A Ground Water Cleanup Level for toluene of 700 µg/L. No other target analytes were detected at concentrations exceeding compound -specific laboratory detection limits in any of the remaining ground water samples submitted for analysis. A summary of ENVI RON MENTAL PARTN E R S I N c Page 3 Ms. Sara Osborne, Safeway Inc. Proposed Fueling Center EPI Project No. 08288.2 Apri128, 2006 laboratory analytical results is presented in Table 2 and final analytical laboratory data reports are presented in Attachment C. CONCLUSIONS The following conclusions are supported by the findings of this BEA: • The general soil profile at the subject property consists of asphalt at the surface, underlain by mixtures of Gravel, Sand and Silt. • Ground water was consistently encountered between 9 and 10 feet below grade. • The analytical data for this BEA indicates that ground water containing concentrations of toluene well below the MTCA Method A Ground Water Cleanup Level are present in an isolated area within the proposed fueling center location. This location is situated in the immediate vicinity of minor ORPH soil impacts encountered during the previous Phase II ESA. • It does appear that dewatering will be required during construction of the fueling center. It may be necessary to obtain applicable permits to discharge water from the subject property during construction of the fueling center. RECOMMENDATIONS Based upon our understanding of Safeway's objectives for this BEA and on the future plans for L development of the subject property, EPI makes the following recommendations: • It is possible that soils containing concentrations of target analytes below applicable MTCA Method A Soil Cleanup Levels will be encountered during fueling center construction. These soils cannot be removed from the subject property as Class I or "clean" soil and will therefore require special handling and/or disposal as Class II soils. When such soils are encountered, the general contractor should contact Safeway and/or EPI to assess observed conditions and to address the contamination in accordance with Ecology Lregulations. • If an infiltration type of storm water collection/disposal system is to be used at the subject property, EPI strongly advises against the placement of catch basins near the fueling center. While not common, it is not altogether uncommon for fuel tankers to have leaks or spills. With an infiltration type of storm water control system, these spills or leaks can significantly impact the subsurface soils and ground water beneath a property. EPI recommends adjusting site slopes and topography so that the fueling center lies within its own basin and that a high quality oil -water separator is placed between the drainage for the fueling center and the storm water infiltration gallery. Routine maintenance of this oil/water separator should be a key component of site compliance at the fueling center. 3 ENVIRONMENTAL PARTN ERS I N c Page 4 Ms. Sara Osborne, Safeway Inc. Proposed Fueling Center EPI Project No. 08288.2 April 28, 2006 EPI appreciates the opportunity to be of assistance on this -project. If you have any questions or ' comments please do not hesitate to contact me at (425) 395-0010. Sincerely, C- Thomas C. Morin, L.G. Je Sa etz I— ' Principal Geologist Environmental Scientist cc: Mr. Jeff Brown; Safeway Inc. i r FIGURES Figure 1 — General Vicinity Map Figure 2 — BEA Investigation Area With Detected Concentrations of Target Analytes in Soil ATTACHMENTS Attachment A — Geotechnical Engineering Study by Earth Solutions NW, LLC Attachment B — Soil Boring Logs Attachment C — Analytical Laboratory Reports r L ' QR2L1x'1 TRTJ7' I l_ r L_ t_ r ENVIRONMENTAL PARTN ERS I N C Page 5 Table 1 Summary of Analytical Results For Target Analytes in Soil (milligrams/kilogram) Baseline Environmental Assessment 1207 South 320th Street, Federal Way, Washington ORPH(h) Benzene(`) Toluene(`) Ethylbenzene(`) Total Xylenes"` M+P Xylene(d) O Xylene(d) All Other VOCs (d) Sample depth Sample ID (feet bgs) GRPH(e) DRPH(") B-1 5 <3 <25 <50 <0.03 <0.05 <0.05 <0.2 NA NA 5 <3 <25 <50 <0.03 <0.05 <0.05 <0.2 NA NA B 2 15 <3 <25 <50 <0.03 <0.05 L <0.05 <0.2 NA NA B-3 5 <3 <25 <50 <0.03 <0.05 1 <0.05 <0.2 NA NA B-4 5 <3 <25 <50 <0.03 <0.05 1 <0.05 <0.2 NA NA B-5 5 <3 1 <25 <50 <0.01 * <0.01 * I <0.01 * 1 NA <0.02* 1 <0.01 * ND MTCA Method A Soil Cleanup Level :301710(e) 2,000 2,000 0.03 7 6 9 9(r) Varied (a) Analyzed for gasoline -range petroleum hydrocarbons (GRPH) using tco(ogy Method Nvv i PH-ux (b) Analyzed for diesel -range and oil -range petroleum hydrocarbons (DRPH & ORPH) using Ecology Method NWTPH-Dx (c) Analyzed using EPA Method 8021 (d) Analyzed for volatile organic compounds (VOCs) using EPA Method 8260 (e) Soil cleanup level for GRPH is 30 mg/kg when benzene is present in the sample; 100 mg/kg when benzene is not detected (f) Soil cleanup level for xylenes pertains to total xylenes (m+p xylene + o zylene) * - Indicates that the sample was analyzed using EPA Method 8260 bgs - Below ground surface NA - Not analyzed ND - Not detected above compound -specific laboratory detection limits All soil sample analysis performed by CCI Analytical Laboratory in Everett, Washington ftmffm.J V�r Table 2 Summary of Analytical Results For Target Analytes in Ground Water (micrograms/liter) Baseline Environmental Assessment 1207 South 320th Street, Federal Way, Washington Depth to All Other Sample ID Ground Water GRPH(') DRPH('r ORPH(br Benzene(`( Toluene(`) Ethylbenzene(`( Total Xylenes(`( M + P Xylene(d) O Xylene(dI VOCs(d) (feet bgs) B-1 10 <50 <130 <250 <1 <1 <1 <3 NA NA B-3 9 <50 <130 <250 <2* 2" <2" NA <4' 1 <2' ND B-4 9 <50 <130 <250 <1 <1 <1 <3 NA NA B-5 9.5 <50 <130 <250 <1 <1 <1 <3 NA NA MTCA Method A Ground 1,000/800 (d) 500 500 5 700 11000 1,000 1,000(e) Varies Water Cleanup Level Bold - Indicates that the analyte concentration is above the compound -specific laboratory detection limit (a) Analyzed using for gasoline range petroleum hydrocarbons (GRPH) using Ecology Method NWTPH-Gx (b) Analyzed using for diesel -range and oil -range petroleum hydrocarbons (DRPH & ORPH) using Ecology Method NWTPH-Dx (c) Analyzed using EPA Method 8021 (d) Ground water cleanup level for GRPH is 800 µg/Lwhen benzene is present in sample; 1,000 µg/L when benzene is not detected (e) Ground water cleanup level for xylenes pertains to total xylenes (m+p xylene + o zylene); laboratory analytical results are reported as total xylenes when analyzed by - Indicates that sample was analyzed using EPA Method 8260 bgs - Below ground surface NA - Not analyzed for the indicated analyte ND - Not detected above the compound -specific laboratory detection limit All ground water sample analysis performed by CCI Analytical Laboratory in Everett, Washington l i I SOUTH 320TH.STREET PROPOSED KIOSK _ = LOCATION O a >z PROPOSED UST PROPOSED PIMP r LOCATION --. ISLAND LOCATION ✓a = a cs • a a j PROPOSED CANOPY FOOTING Imo= o. a o• D a �i; fir. BA I SAFEWAY STORE NO. 1555 PARKING LOT d m1 E N V I R O N MENTAL 1 PP A R T N E R S 1 N C PROJECT SOURCE: 2002 AERIAL PHOTOGRAPH OBTAINED FROM THE MICROSOFT TERRASERVERWEBSITE BEA SOIL AND GROUND WATER SAMPLE 08288.2 PREPARED FOR SAFEWAY, INC. BEA SOIL SAMPLE LOCATION E3 EPI BORING LOCATION WHERE ORPH SOIL 295 NE Gilman Boulevard, Suite 201 Issaquah, 11"'whington 98027 IMPACTS WERE ENCOUNTERED IN 2000 FIGURE2 1207 SOUTH 320TH STREET BEA INVESTIGATION AREA INVESTIGATION AREA LOCATION FEDERAL WAY, WASHINGTON WITH DETECTED CONCENTRAIONS SHEET 1 of 1 DRAWN BY JS REVIEWED BY DATE TM 4128/06 o o m CU CONCENTRATIONS OF TARGET ANALYTES IN GROUND WATER (MICROGRAMS/LITER) Attachment A J J J J J J 1 0 4 i PREPARED FOR ENVIRONMENTAL PARTNERS, INC. April 28, 2006 ,1't,c►o�_ 1 Raymond A. Coglas, P.E. Principal GEOTECHNICAL ENGINEERING STUDY SAFEWAY #1555 FUELING STATION 1207 SOUTH 3201h STREET FEDERAL WAY, WASHINGTON ES-0410 Earth Solutions NW, LLC 2881 —152"d Avenue Northeast, Redmond, Washington 98052 Ph:425-284-3300 Fax:425-284-2855 Toll Free: 866-336-8710 6 6 Iiii Iiiii ,� Geolechnicel Engineering Report � Geotechnical Services Are Performed for Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical engineering study conducted for a civil engi- neer may not fulfill the needs of a construction contractor or even another civil engineer. Because each geotechnical engineering study is unique, each geotechnical engineering report is unique, prepared solelyfor the client. No one except you should rely on your geotechnical engineering report without first conferring with the geotechnical engineer who prepared it. And no one — not even you —should apply the report for any purpose or project except the one originally contemplated. Read the Full Report Serious problems have occurred because those relying on a geotechnical engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. A Geotechnical Engineering Report Is Based on A Unique Set of Project -Specific Factors Geotechnical engineers consider a number of unique, project -specific fac- tors when establishing the scope of a study. Typical factors include: the client's goals, objectives, and risk management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates oth- erwise, do not rely on a geotechnical engineering report that was: • not prepared for you, • not prepared for your project, • not prepared for the specific site explored, or • completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical engineering report include those that affect: ■ the function of the proposed structure, as when it's changed from a parking garage to an office building, or from a light industrial plant to a refrigerated warehouse, ■ elevation, configuration, location, orientation, or weight of the proposed structure, • composition of the design team, or • project ownership. As a general rule, always inform your geotechnical engineer of project changes —even minor ones —and request an assessment of their impact. Geotechnical engineers cannot accept responsibility or liability for problems that occur because their reports do not consider developments of which they were not informed. Subsurface Conditions Can Change A geotechnical engineering report is based on conditions that existed at the time the study was performed. Do not rely on a geotechnical engineer- ing report whose adequacy may have been affected by: the passage of time; by man-made events, such as construction on or adjacent to the site; or by natural events, such as floods, earthquakes, or groundwater fluctua- tions. Always contact the geotechnical engineer before applying the report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems. Most Geotechnical Findings Are Professional Opinions Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken.. Geotechnical engi- neers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ —sometimes significantly — from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide construction observation is the most effective method of managing the risks associated with unanticipated conditions. A Report's Recommendations Are Not Final Do not overrely on the construction recommendations included in your report. Those recommendations are not final, because geotechnical engi- neers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for the report's recommendations if that engineer does not perform construction observation. A Geotechnical Engineering Report Is Subject to Misinterpretation Other design team members' misinterpretation of geotechnical engineering reports has resulted in costly problems. Lower that risk by having your geo- technical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review perti- nent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical engineering report. Reduce that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing construction observation. Do Not Redraw the Engineer's Logs Geotechnical engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical engineering report should neverbe redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk. Give Contractors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give con- tractors the complete geotechnical engineering report, but preface it with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and/or to conduct additional study to obtain the specific types of information they need or prefer. A prebid conference can also be valuable. Be sure contrac- tors have sufficient time to perform additional study. Only then might you be in a position to give contractors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Read Responsibility Provisions Closely Some clients, design professionals, and contractors do not recognize that geotechnical engineering is far less exact than other engineering disci- plines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes labeled "limitations" many of these provisions indicate where geotechnical engineers' responsi- bilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Geoenvironmental Concerns Are Not Covered The equipment, techniques, and personnel used to perform a geoenviron- mental study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical engineering report does not usually relate any geoenvironmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own geoen- vironmental information, ask your geotechnical consultant for risk rr agement guidance. Do not rely on an environmental report prepared for someone else. Obtain Professional Assistance To Deal with Mold Diverse strategies can be applied during building design, construction, operation, and maintenance to prevent significant amounts of mold from growing on indoor surfaces. To be effective, all such strategies should be devised for the express purpose of mold prevention, integrated into a com- prehensive plan, and executed with diligent oversight by a professional mold prevention consultant. Because just a small amount of water or moisture can lead to the development of severe mold infestations, a num- ber of mold prevention strategies focus on keeping building surfaces dry. While groundwater, water infiltration, and similar issues may have been addressed as part of the geotechnical engineering study whose findings are conveyed in -this report, the geotechnical engineer in charge of this project is not a mold prevention consultant; none of the services per- formed in connection with the geotechnical engineer's study were designed or conducted for the purpose of mold preven- tion. Proper implementation of the recommendations conveyed in this report will not of itself he sufficient to prevent mold from growing in or on the structure involved. Rely, on Your ASfE-Member Geotechncial Engineer top Additional Assistance Membership in ASFE/The Best People on Earth exposes geotechnical engineers to a wide array of risk management techniques that can be of genuine benefit for everyone involved with a construction project. Confer with you ASFE-member geotechnical engineer for more information. ASFE The Best Feanie on E3rt6 8811 Colesville Road/Suite G106, Silver Spring, MD 20910 Telephone:3O1/565-2733 Facsimile:301/589-2017 e-mail: info@asfe.org www.aste.org Copyright 2004 by ASFE, inc. Duplication, reproduction, or copying of 'his docu,Tieni, ii, whole or ii, pa,-,, by ai-,y ,' eaaas 4'vhaatso6v6",, is u,C y prohibited, except :v;Lh ASFEs specific written permission. Excerpling, quoting, or otherwise extracting wording from this document is permitted only with the express written permission of ASFE, and only for purposes of scholarly research or book review. Only members of ASFE may use this document as a complement to or as an element of a geotechnical engineering report. Any other firm, individual, or other entity that so uses this document without being an ASFE member could be committing negligent or intentional (fraudulent) misrepresentation. 6 6 6 I 6 6 6 H iii IIGER06045.OM Earth &olutions N W «c r April 28, 2006 Earth Solutions NW LLC ES-0410 • Geotechnical Engineering • Construction Monitoring Environmental Partners, Inc. • Environmental Sciences 295 Northeast Gilman Boulevard, Suite 201 Issaquah, Washington 98027 Attention: Mr. Thom Morin Dear Mr. Morin: Earth Solutions NW, LLC (ESNW) is pleased to present this report titled "Geotechnical Engineering Study, Safeway #1555 Fueling Station, 1207 South 320t" Street, Federal Way, Washington". Based on the conditions encountered during our fieldwork, the site is primarily underlain by native soils consisting of dense to very dense glacial till deposits. Based on the results of our study, the proposed kiosk and fueling island canopy can be supported on conventional foundation systems bearing on competent, undisturbed native soil or structural fill, as appropriate. Based on the subsurface data acquired at the test sites, we anticipate competent native soils suitable for support of foundations will be encountered at approximately two to three feet below existing site grades. Where loose or unsuitable soils are encountered at the foundation subgrade elevation, the soils should be compacted to structural fill specifications or overexcavated and replaced with a suitable granular structural fill material. The underground fuel storage tanks will likely require cuts of up to approximately fifteen (15) to eighteen (18) feet below existing grades. At this time, we understand there are no property line conflicts with respect to open cut excavations for the underground storage tanks. However, in the event temporary shoring is necessary for the underground storage tank excavation, recommendations for temporary shoring design have been provided in this geotechnical engineering study. ESNW should review the final site plans to verify that the recommendations provided in this report are incorporated into the final design. jThe opportunity to be of service to you is appreciated. If you have any questions regarding the content of this geotechnical engineering study, please call. Since ely, 1 ARTH o j yfia Principal LLC 2881 152nd Avenue NE . Redmond, WA 98052 t (425) 284-3300 • FAX (425) 284-2855 *Toll Free (866) 336-8710 1 TABLE OF CONTENTS ES-041 0 PAGE INTRODUCTION................................................................... General................................................ ................. : ...... Project Description .......................................................... 2 Surface........................................................................... 2 Subsurface.............................................................. ........ 2 Groundwater....................................................... ............. 3 ENVIRONMENTALLY CRITICAL AREA REVIEW.... ............. ...... 3 DISCUSSION AND RECOMMENDATIONS ....................................... 4 General...................................................................... ..... 4 Site Preparation and Earthwork ............................................ 4 Excavations............................................................. 5 StructuralFill .......................................................... 5 ErosionControl ........................................................ 6 Shoring Recommendations ................................................ 6 Cantilever and Single Tieback Soldier Piles ................ 6 Active Earth Pressures ............................................. 7 At -Rest Earth Pressures ........................................... 7 SoldierPiles ...................................................... __ . 7 TimberLagging ....................................................... 7 Tieback Anchors ..................................................... 8 Shoring Monitoring ........................................... 8 Foundations................................................................... _ 9 Slab -on -Grade Floors ........................................................ 9 lrRetaining Walls ................................................................ 10 Excavations and Slopes ................................................. 10 Seismic Considerations. ........................ ............................... 11 Drainage...................................................................... ... 11 Utility Trench Backfill ...................................................... 11 Pavement sections .......................................................... 11 Asphalt Pavement Section ........................................ 11 Rigid Pavement Section ............................................ 12 LIMITATIONS.............................................................................. 12 ■ Additional Services ............................................................ 12 j Earth Solutions NW, LLC TABLE OF CONTENTS Cont'd ES-0410 GRAPHICS PLATE 1 VICINITY MAP PLATE 2 BORING LOCATION PLAN PLATE 3 CANTILEVER & SINGLE TIEBACK WALL PLATE 4 NO LOAD ZONE PLATE 5 FOOTING DRAIN DETAIL APPENDICES Appendix A Subsurface Exploration Boring Logs Appendix B Laboratory Test Results Sieve Analysis Results �I Earth Solutions NW, LLC L GEOTECHNICAL ENGINEERING STUDY SAFEWAY #1555 FUELING STATION 1207 South 320t" STREET L FEDERAL WAY, WASHINGTON ES-0410 INTRODUCTION LGeneral This geotechnical engineering study was prepared for the fueling station to be located at 1207 South 320th Street in Federal Way, Washington. The purpose of this study was to review the project information provided to us, observe and log a total of two soil borings drilled within the L fueling station area and the kiosk area, and prepare geotechnical recommendations for the proposed development. Our scope of services for completing this geotechnical engineering study included the following: `Ir r A site geologic description including soil and groundwater conditions that may impact site development; r Recommendations regarding excavations, grading, shoring, and temporary slope recommendations with respect to the underground storage tank installation; r Recommendations regarding soil bearing capacity, subgrade preparation, and recommendations for foundation support; a Preliminary recommendations for pavement thicknesses for concrete and asphalt pavements, as appropriate; r An assessment of the suitability of site soils for use as structural fill, and; ■ Additional geotechnical recommendations, as appropriate. The following documents were reviewed as part of our preparation of this Geotechnical Engineering Study: 0 Federal Way Critical Areas online interactive map; • Site Plan, provided by Environmental Partners, Inc.; as Y King County Conservation Survey (SCS), and; • Geologic Map of the Poverty Bay 7.5' Quadrangle, King and Pierce Counties, ■ Washington by D.B. Booth et al., 2004. 0 Earth Solutions NW, LLC Environmental Partners, Inc. April 28, 2006 ES-0410 Page 2 Project Description The subject site is located at 1207 South 320th Street in the northeastern corner of the existing Safeway #1555 store in Federal Way, Washington. Development of a fueling station is proposed for the subject portion of the site. The facility will largely consist of fueling islands, a kiosk, and a canopy structure. Underground storage tanks will be installed under the pavement areas along the west side of the new fueling islands. Excavations on the order of fifteen (15) to eighteen (18) feet will likely be necessary for the tank installation. New concrete and asphalt pavements will be placed as part of the fueling station development. We anticipate the buildings associated with the fueling station will be relatively lightly loaded, ` single story structures supported on conventional foundations. The fueling island canopy will likely consist of a steel frame structure supported on a series of structural columns. If the above design estimates are incorrect or change, ESNW should be contacted to review the recommendations in this report. ESNW should review the final design to verify that our ti geotechnical recommendations have been incorporated into the final design. Is Surface The site is located in the northwest corner of the Safeway lot at 1207 South 320th Street in Federal Way, Washington (see Plate 1, Vicinity Map). The subject property is roughly rectangular in shape, and is bordered to the north by the South 320th Street, to the south by the ■ existing Safeway #1555 store, to the west by 11th Place South, and to the east by retail properties. The approximate limits of the property are illustrated on the Boring Location Plan (Plate 2). The development portion of the subject site currently consists of a paved parking lot. Topography across the site is relatively level with a very slight descending grade on the order of at five feet across the entire Safeway lot. Subsurface We observed and logged two soil borings that were drilled at the subject site as part of an environmental report for the site being prepared by Environmental Partners, Inc. In addition, we ■ collected soil samples at boring locations B-1 and B-2 for purposes of assessing soil conditions, and for purposes of characterizing and classifying the site soils for this report. Please refer to the boring logs provided in Appendix A for a more detailed description of the subsurface conditions. Underlying the asphalt in both boring locations, we encountered native soils consisting of dense to very dense silty sand with gravel (Unified Soil Classification SM). In boring B-1, we encountered a one and one-half foot layer of sandy silt with gravel near the bottom of the boring. Boring B-1 was drilled to twenty-one and one-half (21.5) feet and Boring B-2 to twenty- five (25) feet below existing grades. Earth Solutions NW, LLC L Environmental Partners, Inc. ES-0410 April 28, 2006 Page 3 Review of the King County Conservation Survey (SCS) indicates the subject site is underlain primarily by Arents, Alderwood (Amb) material with slopes from zero up to six percent. The Arents, Alderwood material consists of Alderwood soils that have been disturbed due to urbanization and no longer are classified as part of the Alderwood series. The Arents, Alderwood is described as having a slow runoff with a slight erosion hazard. The geologic map of the area identifies compact glacial till (Qvt) throughout the site and surrounding area. Glacial till deposits are characterized by a non -sorted matrix of silt, sand and gravel in a compact, or consolidated condition at depth. The soil conditions encountered during our fieldwork generally correlate with both the SCS and the geologic map designation. In general, the dense to very dense silty sand with gravel deposits exhibit relatively good soil strength. Erosion potential of these soils should be considered slight. Groundwater Groundwater was encountered by the Environmental Partners Inc. field representative (April 4, 2006). The perched groundwater was only encountered in boring location B-1 at twelve and one-half (12.5) feet below the existing grade. Due to the anticipated depth of the proposed storage tank excavations, we anticipate light perched groundwater seepage may be ■ encountered in the excavations. However, extensive excavation dewatering is not anticipated. In our opinion, based on the conditions encountered at the boring locations, and the generally + dense to very dense condition of the native soils, we do not anticipate groundwater seepage will create stability problems in the excavations, provided appropriate means for sloping or shoring the excavations are implemented. Groundwater seepage, however, could contribute to the development of soft or yielding subgrade conditions in the bottom of excavations. It should be noted that groundwater seepage rates and elevations fluctuate depending on many factors, including precipitation duration and intensity, the time of year, and soil conditions. In ■ general, groundwater seepage rates and levels are generally higher during the wetter, winter months. `I ENVIRONMENTALLY CRITICAL AREAS REVIEW As part of our report preparation we reviewed the City of Federal Way's Critical Areas online ■ GIS resource for the presence of environmentally critical areas. Based on our review of this online resource, the subject site is not located within an environmentally critical area. Earth Solutions NW, LLC f Environmental Partners, Inc. ES-0410 April 28, 2006 Page 4 L DISCUSSION AND RECOMMENDATIONS General Based on the results of our study, construction of a fueling station at the site is feasible from a geotechnical standpoint. The primary geotechnical considerations associated with the I proposed development include excavation support for the underground storage tank excavations, minimizing excavation related movements, foundation support, and structural fill placement. Based on the results of our study, the proposed kiosk and fueling canopy can be supported on conventional spread and continuous footings bearing on competent, undisturbed native soil or structural fill, as appropriate. Based on the subsurface exploration, competent native soils suitable for support of foundations will likely be exposed at depths approximately two to three feet below existing site grade. Where loose or unsuitable soils are encountered at the foundation subgrade elevation, the soils should be compacted to structural fill specifications or overexcavated and replaced with a suitable granular structural fill material, as appropriate. Due to the generally moisture sensitive nature of the native soils, foundation subgrade areas should be protected, as appropriate, to minimize disturbance to the subgrade soils. In our opinion, excavation for the proposed underground storage tanks is feasible from a # geotechnical standpoint. Based on the current design, we understand there are no property line conflicts with respect to the proposed underground storage tank excavation. However, if site plans change, the use of a conventional cantilever shoring system is feasible for temporary support of excavations. Other temporary shoring systems, such as soil nailing, are also feasible and can be further evaluated, if needed. For purposes of this study, however, we have provided recommendations for conventional soldier pile and wood lagging shoring systems. At the time of the subsurface exploration, groundwater seepage was encountered. In our opinion, perched zones of groundwater seepage could be encountered in the site excavations. Extensive dewatering of excavations is not anticipated. However, some construction dewatering of excavations may be necessary, depending on groundwater seepage rates at the time of excavation. This geotechnical engineering study has been prepared for the exclusive use of Environmental Partners, Inc., and their representatives. The study has been prepared specifically for the subject project. No warranty, expressed or implied, is made. This study has been prepared in a manner consistent with the level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. Site Preparation and Earthwork The primary geotechnical considerations with respect to earthwork are related to the p rY underground storage tank excavation, temporary excavation support, temporary slope construction, and foundation subgrade preparation. The soils encountered in the site excavations should largely consist of loose to dense silty sand and silty sand with gravel soils. Earth Solutions NW, LLC Environmental Partners, Inc. ES-0410 April 28, 2006 Page 5 These soils should generally be suitable for use as structural backfill, provided the soils are appropriately stockpiled and protected from wet weather conditions. The native soils can be generally characterized as having a generally moderate sensitivity to moisture. Therefore, if the soils are exposed to excessive moisture, unstable and pumping soil conditions may develop. Excavations As excavations for the storage tanks progress, the soil relative density should generally increase and is expected to exhibit generally good stability in open cut, properly sloped excavations. Overall stability of the excavation is anticipated to be good, provided appropriate means for sloping and shoring the excavation are utilized. Based on the soil conditions observed at the test sites, the following allowable temporary slope inclinations can be used: Upper 4 Feet of Excavation 1.5H:1V (Horizontal:Vertical) • Below 4 Feet 0.75H:1 V to 1 H:1 V (per geotechnical engineer) The geotechnical engineer should observe the excavation and assess the allowable temporary 1 slope inclination based on the soil and groundwater conditions exposed in the excavations. L Supplemental recommendations for sloping the excavations may be made by the geotechnical engineer based on conditions observed. With respect to temporary shoring, recommendations are provided in the Shoring Recommendations section of this study. 8 Structural Fill We anticipate structural fill placement will generally be required to establish finish subgrade A elevations, for backfilling around the storage tanks, and for backfilling within utility trench excavations. Where fill is necessary below the proposed kiosk and fueling island canopy foundations, a suitable granular structural fill material should be used. The native soils encountered during our fieldwork can be considered for use as structural fill provided the soil is at or near the optimum level at the time of placement, and provided the soils are appropriately stockpiled and protected from wet weather conditions. The native soils have a moderate sensitivity to moisture, and will likely become unstable if exposed to excessive moisture. If the native soils cannot be successfully compacted, the use of an imported soil may be necessary. Imported soil intended for use as structural fill should consist of a well graded granular soil with a moisture content that is at or near the optimum level. During wet weather conditions, imported soil intended for use as structural fill should consist of a well graded granular soil with a fines content of 5 percent or less defined as the percent passing the #200 i sieve, based on the minus three-quarter inch fraction. ■ ililill Earth Solutions NW, LLC 6 Environmental Partners, Inc. ES-0410 April 28, 2006 Page 6 Structural fill is defined as compacted soil placed in foundation, slab -on -grade, utility trench, and roadway areas. Soils placed in structural areas should be compacted to a relative compaction of 90 percent, based on the maximum dry density as determined by the Modified Proctor Method (ASTM D-1557-02) and placed in maximum twelve (12) inch lifts. In pavement areas, the upper twelve (12) inches of the structural fill should be compacted to a relative compaction of at least 95 percent. Erosion Control In general, control of off -site erosion for this project will likely be limited to construction entrances. Silt fencing should be installed as appropriate, and as needed along the site perimeter. Construction entrances should consist of quarry spalis underlain by a non -woven filter fabric. Quarry spall thickness will depend on subgrade stability at the entrance, but should typically be at least six inches. Shoring Recommendations Based on the current site design configuration, the excavations for the underground storage tanks will likely be accomplished using open -cuts. However, if site plans change, temporary shoring may be required to minimize movement of surrounding structural elements. In our opinion, where shoring is necessary, the use of a conventional cantilever or tieback shoring system is feasible for temporary support of excavations. For purposes of this study, we ■ have provided recommendations for cantilever and single tieback shoring. It is important to note that if tiebacks are utilized, appropriate easements may be required from adjacent property owners to accommodate the tendons. ■ Soil nail walls may also be considered for temporary shoring of the excavations for the storage tanks. ESNW can provide recommendations for soil nail walls upon request. Cantilever and Single Tieback Soldier Piles r Temporary shoring should be designed to resist lateral soil pressure based on an active earth pressure condition. Surcharge loading from adjacent roadways should be included in the i shoring design, as appropriate. For design, the following earth pressure and surcharge values should be used: • Active Earth Pressure (level backfill) 32 pcf (equivalent fluid) r Y At -Rest Earth Pressure (level backfill) 50 pcf J • Traffic Surcharge (where appropriate) 70 psf (rectangular distribution) • Passive Resistance (Apply over 2 pile diameters) 350 pcf lililill Earth Solutions NW, LLC J Environmental Partners, Inc. ES-0410 April 28, 2006 Page 7 6 Illill Active Earth Pressures A typical earth pressure distribution for an Active Earth Pressure condition is provided on Plate 3 of this study. This pressure distribution applies to cantilever and single tieback walls. Allowable soldier pile deflections for walls subjected to Active Earth Pressures should be limited to approximately one -inch. At -Rest Earth Pressures L At -Rest pressures should be used where the shoring system will support adjacent foundation loads, and where deflection of the shoring wall and adjacent ground subsidence must be minimized. Recommendations for allowable soldier pile deflections can be provided once the alignment and proximity of shoring walls to adjacent structures has been established. The geotechnical engineer should review the shoring wall design, and provide supplement surcharge recommendations, as appropriate. Where At -Rest Earth Pressures are applied, a triangular distribution of pressure similar to the distribution illustrated on Plate 3 should be used. r Soldier Piles ■ Soldier pile installation should be observed by the geotechnical engineer to verify pile depths and soil conditions. If sloughing of the soldier pile excavation occurs, the contractor should be prepared to case soldier pile excavations, as necessary. Where groundwater seepage is ■ encountered in excavations, localized sloughing should be expected. Pumping of groundwater from soldier pile excavations may be necessary, depending on the rate of groundwater seepage encountered in the excavations. Timber Lagging Lagging should be installed in maximum four foot lifts as the excavation is advanced. Lifts of up to six feet maximum may be acceptable for short periods, provided the lagging is installed J immediately. The geotechnical engineer should observe the shoring excavation to assess the stability of the cut. The lagging should be backfilled as the excavation is advanced to minimize voids between the lagging and cut face, and to reduce the potential for ground subsidence behind the shoring wall. Where sloughing of the excavation results in the development of a ■ large void, injecting lean mix into the void area should be considered. Due to anticipated soil arching between soldier piles, the timber lagging can be designed with a reduced pressure equal to 50 percent of the design lateral earth pressure. J Earth Solutions NW, LLC IJ L Environmental Partners, Inc. ES-0410 April 28, 2006 Page 8 L Tieback Anchors LTiebacks should be located as high on the wall as possible and should be designed based on the following parameters: LAllowable Anchor Friction 1,800 p sf a Declination Angle 15 to 20 degrees (from horizontal) o Soldier Pile End Bearing 18,000 psf No Load Zone See Plate 4 of this study LTieback anchors should be verification tested and proof tested in general accordance with Section 8.3 of the Recommendations for Prestressed Rock and Soil Anchors (Post -Tensioning Institute, 1996). A minimum of two verification tests (200 percent design load) should be performed. Verification test anchors can be used as production anchors provided the anchor is successfully tested and is acceptable. A minimum of 5 percent of the production anchors L should be proof tested to 130 percent of the design load. The geotechnical engineer should observe the anchor testing and provide documentation of the test results. Tieback anchors should be locked -off at 90 percent to 100 percent of the design load. LShoring Monitoring L Where shoring walls will be located in close proximity to adjacent public right-of-ways, an optical monitoring program should be implemented. The monitoring program should consist of a video survey prior to beginning the building excavations to document the current conditions of the surrounding features. Initial survey points should be placed at strategic locations along adjacent right-of-way alignments that will allow for periodic measurement during and after the shoring installation, as appropriate. This will allow for efficient monitoring of the site to identify and remediate excessive deflections or excavation related movements, if they occur. Prior to the start of construction, the geotechnical engineer, owner, and contractor should review the project and develop a monitoring program for the site, as appropriate. Following installation of the soldier piles, monitoring points are typically established on the top of the piles prior to proceeding with the excavation. An initial baseline reading should be acquired prior to proceeding with the excavation. Readings should be acquired relatively frequently during the excavation phase of the construction. The geotechnical engineer should review the data as it becomes available during the course of construction. The monitoring program should be supplemented with periodic observations by the geotechnical engineer during the excavation phase of construction. ■ ■ Earth Solutions NW, LLC ■ 7 Li Environmental Partners, Inc. ES-0410 April 28, 2006 Page 9 Foundations Based on the results of our study, the proposed kiosk and fueling island canopy structures can be supported on conventional spread and continuous footings bearing on competent, undisturbed native soil or structural fill, as appropriate. We anticipate competent native soils suitable for support of foundations will be encountered at depths of approximately two to three feet. Where loose or unsuitable soils are encountered at the foundation subgrade elevation, the soils should be compacted to structural fill specifications or overexcavated and replaced with a suitable granular structural fill material, as appropriate. Due to the generally moisture sensitive nature of the native soils, foundation subgrade areas should be protected, as appropriate, to minimize disturbance to the foundation subgrade. Assuming the foundations are supported on competent, undisturbed native soils or suitable granular structural fill, the following parameters should be used for foundation design: e Allowable Soil Bearing Capacity 5,000 psf e Friction 0.40 • Passive Resistance 350 pcf (equivalent fluid) ■ For short term wind and seismic loading, a one-third increase in the allowable soil bearing capacity can be assumed. A factor -of -safety of 1.5 has been applied to the friction and passive resistance values. With structural loading as expected, total settlement in the range of one inch is anticipated, with differential settlement of about one-half inch or less. The majority of the settlements should occur during construction, as dead loads are applied. t Slab -On -Grade Floors Slab -on -grade floors should be supported on competent native soil or a compacted structural fill ■ subgrade, as appropriate. Unstable or yielding areas of the subgrade should be recompacted or overexcavated and replaced with suitable structural fill prior to construction of the slab. A capillary break consisting of a minimum of four inches of free draining crushed rock or gravel should be placed below the slab. The free draining material should have a fines content of 5 percent or less (percent passing the #200 sieve, based on the minus three-quarter inch fraction). In areas where slab moisture is undesirable, installation of a vapor barrier below the ■ slab should be considered. r J Earth Solutions NW, LLC J L Environmental Partners, Inc. ES-0410 April 28, 2006 Page 10 6 Retaining Walls Retaining walls should be designed to resist earth pressures and any applicable surcharge loads. For design, the following parameters can be assumed for retaining wall design: Active Earth Pressure (Yielding Wall) At -Rest Earth Pressure (Restrained Wall) Traffic Surcharge (Passenger Vehicles) Passive Resistance 35 pcf (equivalent fluid) 50 pcf 70 psf (rectangular distribution) 350 pcf (equivalent fluid) s Coefficient of Friction 0.40 Additional surcharge loading from foundations, sloped backfill, or other loading should be included in the retaining wall design, as appropriate. Drainage should be provided behind retaining walls such that hydrostatic pressures do not develop. If drainage is not provided, hydrostatic pressures should be included in the wall design, as appropriate. ESNW should review any retaining wall designs to verify that appropriate earth pressure values have been incorporated into the design and to provide additional recommendations, as necessary. Retaining walls should be backfilled with free draining material that extends along the height of the wall, and a distance of at least eighteen (18) inches behind the wall. The upper one foot of the wall backfill can consist of a less permeable (surface seal) soil, if desired. A perforated drain pipe should be placed along the base of the wall, and connected to an appropriate discharge location. Excavations and Slopes The Federal and state Occupation Safety and Health Administration (OSHA/WISHA) classifies soils in terms of minimum safe slope inclinations. In our opinion, based on the soil conditions encountered during fieldwork for this site, native soils encountered to depths of up to approximately four feet would be classified by OSHA/WISHA as Type C. Temporary slopes over four feet in height in Type C soils should be sloped no steeper than 1.5HAV, or flatter. In our opinion, the dense to very dense native soils below four feet would be classified by # OSHA/WISHA as Type A and B. Temporary slopes over four feet in height in Type A and Type 1 B soils should be sloped no steeper than 0.75H:1 V or 1 H:1 V, respectively. The geotechnical engineer should observe temporary slope excavations to verify the soil type and allowable temporary slope inclination. If the above slope gradients cannot be achieved, temporary shoring maybe required. Permanent slopes should maintain a gradient of 2H:1V, or flatter, and should be planted with an appropriate species of vegetation to enhance stability and to IJ minimize erosion. iiiii Earth Solutions NK LLC Environmental Partners, Inc. April 28, 2006 Seismic Considerations ES-0410 Page 11 The 2003 International Building Code specifies several soil profiles that are used as a basis for seismic design of structures. Based on the soil conditions observed at the test sites, Site Class C, from table 1615.1.1, should be used for design. In our opinion, the site has a low susceptibility to liquefaction. The absence of a shallow groundwater table observed at the test sites, and the relative density observed throughout the test sites is the primary basis for this conclusion. Drainage Groundwater seepage was encountered at the time of the fieldwork (April 2006). As such, the presence of perched groundwater seepage should be expected in the site excavations. Temporary measures to control groundwater seepage and surface water runoff during construction would likely involve interceptor trenches and sumps, as necessary. In our opinion, a perimeter footing drain should be installed around the exterior of the proposed kiosk. A typical foundation drain detail is illustrated on Plate 5. Utility Trench Backfill In our opinion, the soils observed at the test sites are generally suitable for support of utilities. Excessively loose or unstable soils encountered in the trench excavations should not be used for supporting utilities. In general, the on -site soils observed at the test sites should be suitable for use as structural backfill in the utility trench excavations, provided they are at or near the optimum moisture content at the time of placement and compaction, and provided the soils are appropriately stockpiled and protected from wet weather conditions. Moisture conditioning of the soils may be necessary at some locations prior to use as structural fill. Utility trench backfill should be placed and compacted to the specifications of structural fill provided in this report, or to the applicable specifications of the city or county jurisdictions, as appropriate. Pavement Sections Asphalt Pavement Section The performance of site pavements is largely related to the condition of the underlying subgrade. To ensure adequate pavement performance, the subgrade should be in a firm and unyielding condition when subjected to proofrolling with a loaded dump truck. Structural fill in pavement areas should be compacted to the specifications detailed in the Site Preparation and Earthwork section of this report. It is possible that soft, wet, or otherwise unsuitable subgrade areas may still exist after base grading activities. Any areas containing unsuitable or yielding subgrade conditions may require remedial measures such as overexcavation and thicker crushed rock or structural fill sections prior to pavement. Earth Solutions NW, LLC Environmental Partners, Inc. ES-0410 April 28, 2006 Page 12 For relatively lightly -loaded vehicle traffic and occasional heavy truck traffic, for preliminary design purposes, the following pavement sections can be considered: • Three inches of asphalt concrete (AC) placed over six inches of crushed rock base ` (CRB), or; L. Three inches of AC placed over four and one-half inches of asphalt treated base (ATB). The AC, ATB and CRIB materials should conform to WSDOT specifications. Rigid Pavement Section We understand the fueling station apron may be constructed using concrete. Provided the subgrade is prepared in accordance with the recommendations in this section, in our opinion the following preliminary rigid pavement section and recommendations can be considered: I Is a Six inches of concrete over six inches of crushed rock base (CRIB). i Joint spacing fifteen (15) feet (max)_ ESNW should review the final pavement sections and anticipated traffic loading. As necessary, supplement recommendations for pavements can be provided, as appropriate. LIMITATIONS 0 The recommendations and conclusions provided in this geotechnical engineering study are 1 professional opinions consistent with the level of care and skill that is typical of other members ■ in the profession currently practicing under similar conditions in this area. A warranty is not expressed or implied. Variations in the soil and groundwater conditions observed at the boring locations may exist, and may not become evident until construction. 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Rr[K I 6' :� 324he pL z 1 �-` _—L•- J I 5 31 : ST DEPT OF j L-- `j •S 323RD ST LICENSING 1 S 3� '4T1 STD r^ FOW We r 3'. sibt St -�S Pir S3A6t1' ST ..n"ri CT = LtFS _ svj-. r-E �YJ.•: I' S 32dTY. vL _ I S 2p s'r rr a s azsrx s:q q. AY 3' SF n _32sTk/�'n 0Q� 32rn1 S1 y ` 'SI S� yY a2 �:d• is fti,. PARK.i '- I&N fjj XqM e u �9j " air mwilii cro- _ y r S 328TH CELEBRATION &-i ,. x h r N 5 PARK - _ Z S 33n �' �_' _ _y-T � � NORTH _ a LAr.F S 33200 = s 5 :, uLW-W. t o z p7 1 9 of J 5 333RD ST IT S 2000 > �7�� S". J 334T{� 5 i {R K CTH 334TH 115 G.I E$ V 90c S ` TT1rI 3367H ST Qf h I Q s ST SE 33bTH v � i 3�� iu3• A^i'. c3 � H ST ST Q• r yp� S ` �! dR S•r. • _ -��"• $T E R{ s 33BTH a 34 TH T im NORTH Reference: King County Map 745 Vicinity Map By Thomas Brothers Maps Safeway #1555 Fueling Station Dated 2006 Federal Way, Washington NOTE: This plate may contain areas of color. ESNW cannot be Drwn. GLS Date 04/26/2006 Proj. No. 0410 responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. Checked SEK Date April 2006 Plate 1 i y 4 4 S. 320TH STREET Property Line f Proposed i� Underground Tanks t l� o 0 0 0 0 r Proposed —• Pump Islands B-11 0 & Canopy �i o o lam— 1 �] 1 1 I LEGEND B-1— !—Approximate Location of ESNW Boring, Proj. No. ES-0410, April 2006 Study Area Proposed Building NOTE: The graphics shown on this plate are not intended for design purposes or precise scale measurements, but only to illustrate the approximate test locations relative to the approximate locations of existing and I or proposed site features. The information illustrated is largely based on data provided by the client at the time of our study. ESNW cannot be responsible for subsequent design changes or interpretation of the data by others. NOTE: This plate may contain areas of color. ESNW cannot be responsible for any subsequent misinterpretation of the snfofmation resulting from black & white reproductions of this plate. Existing Parking Area NOR Alf 14 0 20 40 80 1"=40' LJ Scale in Feet Earth Solutions - N W LLc Boring Location Plan Safeway #1555 Fueling Station Federal Way, Washington Drwn. GLS Date 04/26/2006 Proj. No. 0410 Checked SEK Date April 2006 Plate 2 H (Wall Height) Neglect Upper 2 feet of Passive Pressure Excavation Level 1 Passive 2' Earth Pressure D = Pile Embedment (per Structural Eng.) IN EFP=350pcf ►/ NOTES: Diagram for pressure distribution illustration only, not a design drawing. Passive Pressure includes a factor of safety of 1.5. For adjacent building or traffic surcharge see text. i 11 Traffic Surcharge or Building Surcharge (Where Applicable) EF Active Earth Pressure NOTE: See text for recommended Slope Backfill and At -Rest Pressures. Surcharge (Where Applicable) SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING r .0 I 1 1 CANTILEVER & SINGLE TIEBACK WALL Safeway #1555 Fueling Station Federal Way, Washington Drwn. GLS Date 04/26/2006 Proj. No. 0410 Checked SEK Date April 2006 Plate 3 IN 1■ J J l 1M M� Traffic Surcharge or Building Surcharge (Where Applicable) — III i , Tieback ---'--*,,.No Load Zone .' H (Wall Height) i , , , H/4 0° Excavation Level D = Pile Embedment (per Structural Eng.) Earth SCHEMATIC ONLY - NOT TO SCALE N NOT A CONSTRUCTION DRAWING 16k __- r NO LOAD ZONE me ME Safeway #1555 Fueling Station Federal Way, Washington Drwn. GLS Date 04/26/2006 Proj. No. 0410 Checked SEK Date April 2006 Plate 4 i 0 k -• .s 4 4 .•ram • . re •• E. •' , Sloe �c e •r{fL�ti�ti ti �r � .rti .'. � r.r.r.r•r•r• 2" (Min.) Perforated Rigid Drain Pipe (Surround with 1" Rock) NOTES: • Do NOT tie roof downspouts to Footing Drain. SCHEMATIC ONLY - NOT OT SCALE • Surface Seal to consist of NOT CONSTRUCTION DRAWING 12" of less permeable, suitable soil. Slope away from building. LEGEND: Surface Seal; native soil or other low permeability material. I � r•r•r•rr � i r•r•r.r•r 1" Drain Rock =P FOOTING DRAIN DETAIL Safeway #1555 Fueling Station Federal Way, Washington Drwn. GLS Date 04/26/2006 Proj. No. 0410 Checked SEK Date April 2006 Plate 5 I APPENDIX A SUBSURFACE EXPLORATION k ES-0410 The subsurface conditions were explored by observing and logging a total of two borings at the site. The approximate boring locations are illustrated on Plate 2 of this report. The boring logs are provided in this Appendix. The subsurface exploration was completed in April 2006. ` Borings were drilled to a maximum depth of twenty-five (25) feet below existing grades. Standard Penetration Testing was performed at select intervals during the drilling. The borings were drilled as part of an environmental report being prepared for the site by Environmental ` Partners, Inc. The final logs represent the interpretations of the field logs and the results of laboratory 6 analyses. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. 6 6 6 ■ r Earth Solutions NW, LLC 6 6 u r L L Earth Solutions NWLLC SOIL CLASSIFICATION CHART SYMBOLS TYPICAL MAJOR DIVISIONS GRAPH LETTER DESCRIPTIONS CLEAN GW WELL -GRADED GRAVELS, GRAVEL - SAND MIXTURES, LITTLE OR NO GRAVEL GRAVELS �•"' r �� FINES AND ° a� o a" POORLY -GRADED GRAVELS, GRAVELLY SOILS (LITTLE OR NO FINES) ❑ 0 p GP GRAVEL -SAND MIXTURES, LITTLE O Q °Q OR NO FINES COARSE °� ° �° GRAINED GRAVELS WITH GM SILTY GRAVELS, GRAVEL -SAND - SOILS MORE THAN 50% FINES 0 0 SILT MIXTURES OF COARSE ° FRACTION RETAINED ON NO. 4 SIEVE (APPRECIABLE GC CLAYEY GRAVELS, GRAVEL - SAND - AMOUNT OF FINES) CLAY MIXTURES CLEAN SANDS SW WELL -GRADED SANDS, GRAVELLY SAND SANDS, LITTLE OR NO FINES MORE THAN 50% OF MATERIAL IS AND SP POORLY -GRADED SANDS, GRAVELLY SAND, LITTLE OR NO LARGER THAN NO. 200 SIEVE SANDY SOILS SIZE SIZE (LITTLE OR NO FINES) FINES SANDS WITH SM SILTY SANDS, SAND - SILT MORE THAN 50% FINES MIXTURES OF COARSE FRACTION PASSING ON NO. 4 SIEVE (APPRECIABLE SC CLAYEY SANDS, SAND - CLAY AMOUNT OF FINES) MIXTURES INORGANIC SILTS AND VERY FINE ML SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY SILTS INORGANIC CLAYS OF LOW TO FINE AND LIQUID LIMIT CL MEDIUM PLASTICITY, GRAVELLY GRAINED CLAYS LESS THAN 50 S, SILTY CLAYS, LEAN CLAYS SOILS — _ OL ORGANIC SILTS AND ORGANIC — — SILTY CLAYS OF LOW PLASTICITY MORE THAN 50% INORGANIC SILTS, MICACEOUS OR OF MATERIAL IS MH DIATOMACEOUS FINE SAND OR SMALLER THAN SLTY SOILS NO.200 SIEVE SIZE SILTS AND LIQUID LIMIT CH INORGANICLAYS OF HIGH GREATER THAN 50 PLAST CLAYS OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS HIGHLY ORGANIC SOILS �! ! PT PEAT, HUMUS, SWAMP SOILS WITH HIGH ORGANIC CONTENTS �; DUAL SYMBOLS are used to indicate borderline soil classifications. The discussion in the text of this report is necessary for a proper understanding of the nature of the material presented in the attached logs. r__ r— 6 r- 6 r- 6 r- 6 r- 6 r- 6 r 6 r i Solutions NW, LLC BORING NUMBER B-1 2881 152nd Avenue N.E. PAGE 1 OF 2 mEarth Redmond, WA 98052 Telephone: 4252843300 Fax: 4252842855 CLIENT Environmental Partners Inc. PROJECT NAME Safeway #1555 Fueling Station PROJECT NUMBER 0410 PROJECT LOCATION Federal Way, Washington DATE STARTED 4/4/06 COMPLETED 4/4/06 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Cascade Drilling GROUND WATER LEVELS: DRILLING METHOD HSA AT TIME OF DRILLING — LOGGED BY SEK CHECKED BY SEK AT END OF DRILLING — NOTES Asphalt AFTER DRILLING — ui }W } U)W C U aLU M LU j o� Q TESTS v ° O MATERIAL DESCRIPTION maz rA J 0 W U' QZ c 0 Gray silty SAND with gravel, dense, moist SS 100 15�35�18 MC = 11.20% 5 SS 100 5-13-30 MC = 9.30% (43) Fines = 35.10% -increase in gravel 10 SM -no sample recovered SS 100 50 -very dense MC = 9.90% .r _seepage at 12.5' i 15 SS 100 50 MC = 10.70% i i Rae— JT2° i i �0 aa.a r, r - Earth Solutions NW, LLC 2881 152nd Avenue N.E. r Redmond, WA 98052 mown Telephone: 4252843300 Fax: 4252842855 CLIENT Environmental Partners Inc. PROJECT NUMBER 0410 BORING NUMBER B-1 PAGE 2 OF 2 PROJECT NAME Safeway #1555 Fueling Station PROJECT LOCATION Federal Way. Washington w o Y m W to W Z'_I co U aw O TESTS U (� a 0 Q MATERIAL DESCRIPTION J J U za _ Gray sandy SILT with gravel, very dense, moist SS 100 41-50 MC = 12.30% ML 21.5 r - Boring terminated at 21.5 feet below existing grade. Groundwater seepage encountered at 12.5 feet during drilling. Boring backfilled with bentonite and sand. Bottom of hole at 21.5 feet. - r- r - f i r i r 0 N H 0 _ a' C7 0 v m 2 Uj CD Earth Solutions NW, LLC BORING NUMBER B-2 2881 152nd Avenue N.E. PAGE 1 OF 2 ' ' I Redmond, WA 98052 Telephone: 4252843300 Fax: 4252842855 CLIENT Environmental Partners Inc. PROJECT NAME Safeway #1555 Fueling Station PROJECT NUMBER C410 PROJECT LOCATION Federal Way, Washington DATE STARTED 4/4/06 COMPLETED 4/4/06 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Cascade Dri[linq GROUND WATER LEVELS: DRILLING METHOD HSA AT TIME OF DRILLING — LOGGED BY SEK CHECKED BY SEK AT END OF DRILLING — NOTES Asphalt AFTER DRILLING — a }} U a j 0 a TESTS v a 0 J MATERIAL DESCRIPTION Ov W mUZ D QZ V) 0 Brown silty SAND with gravel, very dense, moist SM 25 Gray silty SAND with gravel, very dense, moist 5S 100 18()-50 MC = 8.70% 84 SS 100 24-50 MC = 7.40%0 Fines = 36.70 /o SS 100 40-50/5" MC = 6.20% 10 SS 100 34-50/4" MC = 6.80% SM 15 -not enough sample - Enviro needed sample ' SS 100 50/5" i 1 i , i i i 20 T - Earth Solutions NW, LLC 2881 152nd Avenue N.E. r Redmond, WA 98052 Telephone: 4252843300 Fax: 4252842855 - CLIENT Environmental Partners Inc. PROJECT NUMBER 0410 BORING NUMBER B-2 PAGE 2 OF 2 PROJECT NAME Safeway #1555 Fueling Station PROJECT LOCATION Federal Way. Washington o }wm X } t� w U 1 � C6 ~^=) j O z Q TESTS v a O MATERIAL DESCRIPTION ❑v m0z rn J QZ W ` rn d' 20 r SS 100 50 MC = 5.50°I Gray silty SAND with gravel, very dense, moist (contentredj F , o SM r- J. - 25 •.' 25.0 Boring terminated at 25.0 feet below existing grade. No groundwater encountered during drilling. Boring backfilled with bentonite and sand. 6 Bottom of hole at 25.0 feet. 6 I t r 0 N LJi F C7 a 0 o a r_ a4 w x w C7 IAPPENDIX B LABORATORY TEST RESULTS IES-0410 6 6 1 L; 6 r 9 Earth Solutions NW, LLC 6 Earth Solutions NW, LLC GRAIN SIZE DISTRIBUTION 2881 152nd Avenue N.E. Redmond, WA 98052 Telephone: (425) 284-3300 Fax: (425) 284-2855 CLIENT Environmental Parteners Inc PROJECT NAME Safeway #1555 Fueling Station PROJECT NUMBER ES-410 PROJECT LOCATION Federal Way BERS I HYDROMETER � m ME 111111 01111011 1 1111011 Istuallilillomillill lllismilillismillillimNEI � I MEN � Ills m COBBLES GRAVEL coarse I fine coarse I medium I fine Specimen Identification • B-1 5.Oft. m v B-1. 15.Oft. o ♦ B-2 5.Oft. 5 * B-2. 20.Oft. Specimen Identification • B-1 5.Oft. s m B-1. 15.Oft. w ♦ B-2 5.0ft. Z * B-2. 20.Oft. a D100 19 19 19 37.5 Classification Gray silty SAND with gravel, SM Gray silty SAND with gravel, SM Gray silty SAND with gravel, SM Gray silty SAND with gravel, SM 9 fl 0.998 3.495 0.577 13.574 0.175 0.163 SILT OR CLAY LL I PL I PI %Gravel %Sand 27.9 37.0 35.8 42.1 18.3 45.0 48.1 27.0 31 Cc I Cu %Silt f %CI 35.1 22.1 36.7 24.9 REPORT DISTRIBUTION ES-0410 6 COPIES Environmental Partners Inc. 295 Northeast Gilman Boulevard, Suite 201 Issaquah, Washington 98027 kAttention: Mr. Thom Morin Earth Solutions NW, LLC L L L L Attachment B I 11 I I J 1 I J E N V I R O N M E N T A L GDPARTNERS INC Boring/WeH Designation: B-1 LClient. Safeway Drilling Contractor. Cascade Drilling, Inc. Logged By. Jerry Sawetz Method: Hollow Stem Auger (HSA) LDate of Drilling: 4-4-06 Drill Rig: CME-75 Location: Federal Way, WA Borehole: 8-inch LSUBSURFACE PROFILE SAMPLE L Depth p Log Description Blows per 6" Sample (pp p Sheen Data Comments Code @ Ground Surface 0 Asphalt 1 SM Silty Sand With Gravel L Brownish -gray; moist; mostly fine to 2 medium sand with silt and gravel; no odor. 3 31 15-17-18 0.0 L 5 6 5-13-30 B-1:5 0.0 7--Well Graded Gravel With Sand L. 8 GM Brownish -gray; moist; mostly gravel with fine to medium sand and some silt; no 9 odor. L 10 11 L 12 Becomes wet; no odor. 50 6" 0.0 13 L 14 15 16• 50 T 0.0 L 17 18 19 20 3 0.0 41-50(6") 21 End of Borehole 22 23 24 25 Project No.: 08288.2 ENVIRONMENTAL PART N E R S INC Borin LClient: Safeway Logged By. Jerry Sawetz LDate of Drilling: 4-4-06 Location: Federal Way, WA L L J j J J ell Designation: B-2 Drilling Contractor: Cascade Drilling, Inc. Method. Hollow Stem Auger (HSA) Drill Rig: CME-75 Borehole: 8-inch SUBSURFACE PROFILE SAMPLE Depth Log Description Blows per 6" Sample iP ID) m Sheen Well Data Comments Code 2 � c � 0 Ground Surface Asphalt 1 Silty Sand With Gravel Brownish -gray; moist; mostly fine to 2 SM medium sand with silt and gravel; no odor. 18-34-50(6") 3 0.0 4 5 0.0 24-50(5") B-2:5 6 7 40-50(6") 8 0.0 Well Graded Gravel With Sand 9 .t,' Brownish -gray; slightly moist; mostly gravel with fine to medium sand and some 10 f GM silt; no odor. 0.0 34-50(6") 11 Cobbles observed in soil cuttings. 12 13 14 15 Increased moisture; no odor- 0.0 " B-2:1 16 17 18 :. 19-11 20 Less moist. 0.0 50 6�� 22 23 .: 24 ' 25 DRY End of Borehole 26 27 J Project No.: 08288.2 j E N V I RON MENTAL PARTNERS I N C Borin LClient. Safeway Logged By. Jerry Sawetz LDate of Drilling: 4-4-06 Location: Federal Way, WA L L L L L L L i L- bH Designation: B-3 Drilling Contractor., Cascade Drilling, Inc. Method. Hollow Stem Auger (HSA) Drill Rig: CME-75 Borehole: 8-inch Project No.: 08288.2 Lj - L ENVI RON MENTAL PARTNERS INC Bori'nglWer! Designation: B-4 LClient. Safeway Drilling Contractor: Cascade Drilling, Inc. Logged By: Jerry Sawetz Method: Hollow Stem Auger (HSA) LDate of Drilling: 4-4-06 Drill Rig: CME-75 Location: Federal Way, WA Borehole: 8-inch LSUBSURFACE PROFILE SAMPLE L Depth Log Description Blows per 6" Sample PIDSheen WellComments ippm ) Data Code Z � Ground Surface 0 Asphalt L 1 Silty Sand With Gravel Light brown; moist; mostly fine to medium 2 SM sand with silt and gravel; no odor. 3 L 4 5 0.0 26-50(6") B-4:5 L 6 7 j 8 9 10 Well Graded Gravel With Sand 5q 6" 0.0 11- GM Brownish -gray; wet; mostly gravel with fine to medium sand and some silt; no odor. 12 13 14 15 0.0 16 17 End of Borehole � 18 19 eJ 20 21 22 23 24 e� 25 DRY 26 ej 27 F7 Project No.: 08288.2 E N V I R O N M E N T A L LG3.— 1)PARTN ERS INC BoringMell Designation: B-5 LClient: Safeway Drilling Contractor. Cascade Drilling, Inc. Logged By: Jerry Sawetz Method. Hollow Stem Auger (HSA) LDate of Drilling: 4-4-06 Drill Rig: CME-75 Location: Federal Way, WA Borehole: 8-inch LSUBSURFACE SAMPLE PROFILE Depth Log Description L PID Sheen Well Comments Blows per 6" Sample (ppm) Data Code m0 =a L Ground Surface 0 Asphalt 1 Silty Sand With Gravel L Grayish -brown; moist; mostly fine to 2 SM medium sand with silt and gravel; no odor. 3 L 4 5 50 „ 0.0 6 r 7 8 g i 10 Well Graded Gravel With Sand 0.0 50 6" 11 GM Brownish -gray; very moist; mostly gravel with fine to medium sand and some silt; no 12 .. odor. 13 14 ' 15 �, 0 6" 0.0 16 17 End of Borehole 18 19 J 20 21 J 22 23 24 25 DRY J 26 27 JProject No.: 08288.2 i Attachment C L L L L L ow iow CCI L •ANALYTICAL LABORATORIES, INC L `AE CERTlF1£ATVAS LI'fS L CLIENT: ENVIRONMENTAL PARTNERS, INC. 295 NE GILMAN BLVD. SUITE 201 ISSAQUAH, WA 98027 L CLIENT CONTACT: THOM MORIN/JERRY SAWETZ LCLIENT PROJECT 08288.2 CLIENT SAMPLE ID: 4/4/2006 8:40 B-1:5 DATE: 4/11 /2006 CCIL JOB #: D604022 DATE RECEIVED: 4/5/2006 WDOE ACCREDITATION #: C142 CCIL SAMPLE #: -01 ,,&ATr�'�.�SR L9.0s ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS** DATE BY TPH-Volatile Range NWTPH-GX ND(<3) MG/KG 4/6/2006 GAP Benzene EPA-8021 ND(<0.03) MG/KG 4/6/2006 GAP Toluene EPA-8021 ND(<0.05) MG/KG 4/6/2006 .GAP Ethylbenzene EPA-8021 ND(<0.05) MG/KG 4/6/2006 GAP y Xylenes EPA-8021 ND(<0.2) MG/KG 4/6/2006 GAP L TPH-Diesel Range NWTPH-DX ND(<25) MG/KG 4/6/2006 DLC TPH-Oil Range NWTPH-DX ND(<50) MG/KG 4/6/2006 DLC "ND" INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT. REPORTING LIMIT IS GIVEN IN PARENTHESES. - UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS LAPPROVED BY: L 1-1 U U Page 1 U8620 Holly Drive 'Suite 1.00 Everett, WA 98208 425 356-2600 FAX 425 356-2626 Seattle 206 292-9059 F F!,=!_ CCI ANALYTICAL • LABORATORIES, INC .1'.1 J. r CLIENT: ENVIRONMENTAL PARTNERS, INC. DATE: 4/11/2006 f 295 NE GILMAN BLVD. SUITE 201 CCIL JOB #: 0604022 ISSAQUAH, WA 98027 DATE RECEIVED: 4/5/2006 f WDOE ACCREDITATION #: C142 l CLIENT CONTACT: THOM MORIN/JERRY SAWETZ CLIENT PROJECT ID: 08288.2 CLIENT SAMPLE ID: 4/4/2006 10:15 B-2:5 i I CCIL SAMPLE #: -03 I F l 1 1 1 DATA•:RES U LTS ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS" DATE BY TPH-Volatile Range NWTPH-GX ND(<3) MG/KG 4/6/2006 GAP Benzene EPA-8021 ND(<0.03) MG/KG 4/6/2006 GAP Toluene EPA-8021 ND(<0.05) MG/KG 4/6/2006 GAP Ethylbenzene EPA-8021 ND(<0.05) MG/KG 4/6/2006 GAP Xylenes EPA-8021 ND(<0.2) MG/KG 4/6/2006 GAP TPH-Diesel Range NWTPH-DX ND(<25) MG/KG 4/6/2006 DLC TPH-Oil Range NWTPH-DX ND(<50) MG/KG 416/2006 DLC •'ND" INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT. REPORTING LIMIT IS GIVEN IN PARENTHESES. UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS APPROVED BY: �4 Page 3 1 86201Iolly Drive Suite 100 Everett, WA 98208 425 356-2600 FAX 425 356-2626 Seattle 206 292-9059 CCI �� •ANALYTICAL LABORATORIES, INC . , t •GER IIFiGk ht ► ii�► UM--s�f W,. ' L CLIENT: ENVIRONMENTAL PARTNERS, INC. DATE: 4/11/2006 295 NE GILMAN BLVD. SUITE 201 CCIL JOB #: 0604022 ISSAQUAH, WA 98027 DATE RECEIVED: 4/5/2006 LWDOE ACCREDITATION #: C142 CLIENT CONTACT: THOM MORIN/JERRY SAWETZ CLIENT PROJECT ID: 08288.2 CLIENT SAMPLE ID: 4/4/2006 10:35 B-2:15 LCCIL SAMPLE #: -04 - yy ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS" DATE BY TPH-Volatile Range NWTPH-GX ND(<3) MG/KG 4/6/2006 GAP Benzene EPA-8021 ND(<0.03) MG/KG 4/6/2006 GAP Toluene EPA-8021 ND(<0.05) MG/KG 4/6/2006 GAP Ethylbenzene EPA-8021 ND(<0.05) MG/KG 4/6/2006 GAP Xylenes EPA-8021 ND(<0.2) MG/KG 4/6/2006 GAP TPH-Diesel Range NWTPH-DX NiD(<25) MG/KG 4/6/2006 DLC TPH-Oil Range NWTPH-DX ND(<50) MG/KG 4/6/2006 DLC • _ND. INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT. REPORTING LIMIT IS GIVEN IN PARENTHESES " UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS APPROVED BY: Page 4 8620 Holly Drive Suite 100 Everett, WA 98208 425 356-2600 FAX 425 356-2626 Seattle 206 292-9059 CCI •ANALYTICAL LABORATORIES, INC - _.: GERTIFICATE�QF:ANAL�l�S�- �� .>���:. CLIENT: ENVIRONMENTAL PARTNERS, INC- DATE: 4/11/2006 295 NE GILMAN BLVD. SUITE 201 CCIL JOB #: 0604022 ISSAQUAH, WA 98027 DATE RECEIVED: 4/5/2006 WDOE ACCREDITATION #: C142 CLIENT CONTACT: THOM MORINMERRY SAWETZ - I� CLIENT PROJECT ID: CLIENT SAMPLE ID: CCIL SAMPLE #: 08288.2 4/4/2006 11:50 B-3:5 -05 �k '?�"� -,- G��; DATA RESU �1"5,`�"•.;::-_ � . ��-•:,;-, .;.. - _ _ ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS" DATE BY TPH-Volatile Range NWTPH-GX ND(<3) MG/KG 4/6/2006 GAP Benzene EPA-8021 ND(<0.03) MG/KG 4/6/2006 GAP U Toluene EPA-8021 ND(<0.05) MG/KG 4/6/2006 GAP Ethylbenzene EPA-8021 ND(<0.05) MG/KG 4/6/2006 GAP Xylenes EPA-8021 ND(<0.2) MG/KG 4/6/2006 GAP ILJI TPH-Diesel Range NWTPH-DX ND(<25) MG/KG 4/6/2006 DLC TPH-Oil Range NWTPH-DX ND(<50) MG/KG 4/6/2006 DLC -ND' INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT. REPORTING LIMIT IS GIVEN IN PARENTHESES. "UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS APPROVED BY: I I J J Page 5 k, 8.620 Nolly Drive Suite 100 Everett, WA 98208 425 356-2600 FAX 425 356-2626 Seattle 206 292-9059 I CCI ANALYTICAL LmLABORATORIES, INC CERTIFiCATEnAN'ALYSIS "°'� •'f` L CLIENT: ENVIRONMENTAL PARTNERS, INC. 295 NE GILMAN BLVD. SUITE 201 ISSAQUAH, WA 98027 L CLIENT CONTACT: THOM MORIN/JERRY SAWETZ LCLIENT PROJECT ID CLIENT SAMPLE ID: CCIL SAMPLE #: L IJ u 08288.2 4/4/2006 13:40 B-4:5 -07 DATE: 4/11 /2006 CCIL JOB #: 0604022 DATE RECEIVED: 4/5/2006 WDOE ACCREDITATION #: C142 DATA R ZTSI WWJ44- r --- ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS** DATE BY TPH-Volatile Range NWTPH-GX ND(<3) MG/KG 4/6/2006 GAP Benzene EPA-8021 ND(<0.03) MG/KG 4/6/2006 -GAP Toluene EPA-8021 ND(<0.05) MG/KG 4/6/2006 GAP Ethylbenzene EPA-8021 ND(<0.05) MG/KG 4/6/2006 GAP Xylenes EPA-8021 ND(<0.2) MG/KG 4/6/2006 GAP TPH-Diesel Range NWTPH-DX ND(<25) MG/KG 4/6/2006 DLC TPH-Oil Range NWTPH-DX ND(<50) MG/KG 4/6/2006 DLC "ND" INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT. REPORTING LIMIT IS GIVEN IN PARENTHESES. "" UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS APPROVED BY: � \ Page 9 L.� 8620 Holly Drive Suite 100 Everett, WA 98208 425 356-2600 FAX 425 356-2626 Seattle 206 292-9059 L CCI •ANALYTICAL LABORATORIES, INC r-1 CERTIF1CAsE j CLIENT: ENVIRONMENTAL PARTNERS, INC. 295 NE GILMAN BLVD. SUITE 201 ISSAQUAH, WA 98027 CLIENT CONTACT: THOM MORINMERRY SAWETZ CLIENT PROJECT ID: 08288.2 CLIENT SAMPLE ID: 4/4/2006 14:45 B-5:5 CCIL SAMPLE #: —09 DATE: 4/11/2006 CCIL JOB #: 0604022 DATE RECEIVED: 4/5/2006 WDOE ACCREDITATION #: C142 ''DATA:RS[i�tfir5+ �: • . ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS** DATE BY TPH-Volatile Range NWTPH-GX ND(<3) MG/KG 4/6/2006 GAP Dichlorodifluoromethane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Chloromethane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Vinyl Chloride EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Bromomethane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Chloroethane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Trichlorofluoromethane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Acetone EPA-8260 ND(<50) UG/KG 4/11/2006 CCN 1,1-Dichloroethene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Methylene Chloride EPA-8260 ND(<l0) UG/KG 4/11/2006 CCN Acrylonitrile EPA-8260 ND(<50) UG/KG 4/11/2006 CCN Methyl T-Butyl Ether EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Trans-1,2-Dichloroethene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 1,1-Dichloroethane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 2-Butanone EPA-8260 ND(<50) UG/KG 4/11/2006 CCN Cis-1,2-Dichloroethene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 2,2-Dichloropropane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Bromochloromethane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Chloroform EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 1,1,1-Trichloroethane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 1,1-Dichloropropene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Carbon Tetrachloride EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 1,2-Dichloroethane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Benzene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Trichloroethene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 1,2-Dichloropropane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Dibromomethane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Bromodichloromethane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Trans-1,3-Dichloropropene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 4-Methyl-2-Pentanone EPA-8260 ND(<50) UG/KG 4/11/2006 CCN Toluene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Cis-1,3-Dichloropropene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 1,1,2-Trichloroethane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Page 11 8620 Holly Drive Suite 100 Everett, WA 98208 425 356-2600 FAX 425 356-2626 Seattle 20b 292-9059 CCI L. ANALYTICAL LABORATORIES, INC CI=RTl1=1dAT F:AN�ILYSlS'. m.�M L CLIENT: ENVIRONMENTAL PARTNERS, INC. DATE: 4/11/2006 295 NE GILMAN BLVD. SUITE 201 CCIL JOB #: 0604022 ISSAQUAH, WA 98027 DATE RECEIVED: 4/5/2006 LWDOE ACCREDITATION #: C142 CLIENT CONTACT: THOM MORINMERRY SAWETZ LCLIENT PROJECT ID: 08288.2 CLIENT SAMPLE ID: 4/4/2006 14:45 B-5:5 LCCIL SAMPLE #: -09 NOWY, L ANALYSIS ANALYSIS ANALYTE METHOD RESULTS' UNITS" DATE BY 2-Hexanone EPA-8260 ND(<50) UG/KG 4/11/2006 CCN 1,3-Dichloropropane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Tetrachloroethylene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Dibromochloromethane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 1,2-Dibromoethane EPA-8260 ND(<5) UG/KG 4/11/2006 CCN {. Chlorobenzene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 1,1,1,2-Tetrachloroethane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Ethylbenzene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 1 M+P Xylene EPA-8260 ND(<20) UG/KG 4/11/2006 CCN Styrene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN O-Xylene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Bromoform EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Isopropyl benzene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 1,1,2,2-Tetrachloroethane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 1,2,3-Trichloropropane EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Bromobenzene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN N-Propyl Benzene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 2-Chlorotoluene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 1,3,5-Trimethylbenzene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN % 4-Chlorotoluene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN T-Butyl Benzene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 1,2,4-Trimethylbenzene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN S-Butyl Benzene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN =j P-Isopropyltoluene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN r 1,3 Dichlorobenzene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 1,4-Dichlorobenzene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN �J N-Butylbenzene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 1,2-Dichlorobenzene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN f I 1,2-Dibromo 3-Chloropropane EPA-8260 ND(<50) UG/KG 4/11/2006 CCN loll 1,2,4-Trichlorobenzene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Hexachlorobutadiene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN 1 Naphthalene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN J1,2,3-Trichlorobenzene EPA-8260 ND(<10) UG/KG 4/11/2006 CCN Page 12 �� 8620 Holly Drive Suite 100 Everett, WA 98208 425 356-2600 FAX 425 356-2626 Seattle 206 292-9059 r . cc, I •ANALYTICAL LABORATORIES, INC CERTIELCA�TE�PilALY5l5." CLIENT: ENVIRONMENTAL PARTNERS, INC. DATE: 4/11/2006 295 NE GILMAN BLVD. SUITE 201 CCIL JOB #: 0604022 ISSAQUAH, WA 98027 DATE RECEIVED: 4/5/2006 rWDOE ACCREDITATION #: C142 CLIENT CONTACT: THOM MORIN/JERRY SAWETZ FCLIENT PROJECT ID: 08288.2 CLIENT SAMPLE ID: 4/4/2006 14:45 B-5:5 r CCIL SAMPLE #: -09 =yATARLTS.. ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS** DATE BY TPH-Diesel Range NWTPH-DX ND(<25) MG/KG 4/6/2006 DLC TPH-Oil Range NWTPH-DX ND(<50) MG/KG 4/6/2006 DLC 1 ` -ND" INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT. REPORTING LIMIT IS GIVEN IN PARENTHESES " UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS APPROVED BY: �\ Page 13 8626 Holly Drive Suite 100 Everett, WA 98208 425 356-2600 FAX 425 356-2626 Seattle 206 292-9059 L CCI L� •ANALYTICAL LABORATORIES, INC CERTIFICATE OF. ANACYM�u*t`. L CLIENT: ENVIRONMENTAL PARTNERS, INC. DATE: 4/11/2006 295 NE GILMAN BLVD. SUITE 201 CCIL JOB #: 0604022 ISSAQUAH, WA 98027 DATE RECEIVED: 4/5/2006 LWDOE ACCREDITATION #: C142 CLIENT CONTACT: THOM MORIN/JERRY SAWETZ LCLIENT PROJECT ID: 08288.2 CLIENT SAMPLE ID: 4/4/2006 10:00 B-1 CCIL SAMPLE #: -02 L_ ..� - r �,r i �`>`5'�x�.' ���` �,;t:c-- AMA .. =k'r ' :'r • w`.DATA RESULTS:. �_.. _ -' t, :`ma's"• ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS** DATE BY TPH-Volatile Range NWTPH-GX ND(<50) UG/L 4/6/2006 GAP Benzene EPA-8021 ND(<1) UG/L 4/612006 GAP Toluene EPA-8021 ND(<l) UG/L 4/6/2006 GAP Ethylbenzene EPA-8021 ND(<l) UG/L 4/6/2006 GAP Xylenes EPA-8021 ND(<3) UG/L 4/6/2006 GAP TPH-Diesel Range NWTPH-DX ND(<130) UG/L 4/7/2006 DLC TPH-Oil Range NWTPH-DX ND(<250) UG/L 4/7/2006 DLC "ND" INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT. REPORTING LIMIT IS GIVEN IN PARENTHESES _ "'UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS LAPPROVED BY: L �w— L u U I U Page 2 862-0 Molly Drive Suite 100 Everett, WA 98208 425 356-2600 FAX 425 356-2626 Seattle 206 292-9059 L CCI •ANALYTICAL LABORATORIES, INC C.ERT CFI-`T"3FNA L CLIENT: ENVIRONMENTAL PARTNERS, INC. DATE: 4/11/2006 295 NE GILMAN BLVD. SUITE 201 CCIL JOB #: 0604022 ISSAQUAH, WA 98027 DATE RECEIVED: 4/5/200.6 LWDOE ACCREDITATION #: C142 CLIENT CONTACT: THOM MORIN/JERRY SAWETZ LCLIENT PROJECT ID: 08288.2 CLIENT SAMPLE ID: 4/4/2006 13:30 B-3 LCCIL SAMPLE #: -06 ANALYSIS ANALYSIS L ANALYTE METHOD RESULTS* UNITS** DATE BY TPH-Volatile Range NWTPH-GX ND(<50) UG/L 4/6/2006 GAP Dichlorodifluoromethane EPA-8260 ND(<2) UG/L 4/10/2006 CCN Chloromethane EPA-8260 ND(<2) UG/L 4/10/2006 CCN Vinyl Chloride EPA-8260 ND(<2) UG/L 4/10/2006 CCN Bromomethane EPA-8260 ND(<2) UG/L 4/10/2006 CCN Chloroethane EPA-8260 ND(<2) UG/L 4/10/2006 CCN Trichlorofluoromethane EPA-8260 ND(<2) UG/L 4/10/2006 CCN Acetone EPA-8260 ND(<25) UG/L 4/10/2006 CCN 1,1-Dichloroethene EPA-8260 ND(<2) UG/L 4/10/2006 CCN Methylene Chloride EPA-8260 ND(<5) UG/L 4/10/2006 CCN Acrylonitrile EPA-8260 ND(<10) UG/L 4/10/2006 CCN Methyl T-Butyl Ether EPA-8260 ND(<2) UG/L 4/10/2006 CCN Trans-1,2-Dichloroethene EPA-8260 ND(<2) UG/L 4/10/2006 CCN 1,1-Dichloroethane EPA-8260 ND(<2) UG/L 4/10/2006 CCN 2-Butanone EPA-8260 ND(<10) UG/L 4/10/2006 CCN Cis- 1,2-Dichloroethene EPA-8260 ND(<2) UG/L 4/10/2006 CCN 2,2-Dichloropropane EPA-8260 ND(<2) UG/L 4/10/2006 CCN Bromochloromethane EPA-8260 ND(<2) UG/L 4/10/2006 CCN Chloroform EPA-8260 ND(<2) UG/L 4/10/2006 CCN 1,1,1-Trichloroethane EPA-8260 ND(<2) UG/L 4/10/2006 CCN 1,1-Dichloropropene EPA-8260 ND(<2) UG/L 4/10/2006 CCN P Carbon Tetrachloride EPA-8260 ND(<2) UG/L 4/10/2006 CCN I 1,2-Dichloroethane EPA-8260 ND(<2) UG/L 4/10/2006 CCN Benzene EPA-8260 ND(<2) UG/L 4/10/2006 CCN r Trichloroethene EPA-8260 ND(<2) UG/L 4/10/2006 CCN I 1,2-Dichloropropane EPA-8260 ND(<2) UG/L 4/10/2006 CCN Dibromomethane EPA-8260 ND(<2) UG/L 4/10/2006 CCN Bromodichloromethane EPA-8260 ND(<2) UG/L 4/10/2006 CCN Trans-1,3-Dichloropropene EPA-8260 ND(<2) UG/L 4/10/2006 CCN 4-Methyl-2-Pentanone EPA-8260 ND(<l0) UG/L 4/10/2006 CCN Toluene EPA-8260 2 UG/L 4/10/2006 CCN Cis-1,3-Dichloropropene EPA-8260 ND(<2) UG/L 4/10/2006 CCN 1,1,2-Trichloroethane EPA-8260 ND(<2) UG/L 4/10/2006 CCN Page 6 8620 Holly Drive Suite 100 Everett, WA 98208 425 356-2600 FAX 425 356-2626 Seattle 206 292-9059 F CCI ANALYTICAL 1 = MAN LABORATORIES, INC CLIENT: ENVIRONMENTAL PARTNERS, INC. DATE: 4/11/2006 295 NE GILMAN BLVD. SUITE 201 CCIL JOB #: 0604022 ISSAQUAH, WA 98027 DATE RECEIVED: 4/5/2006 WDOE ACCREDITATION #: C142 CLIENT CONTACT: THOM MORIN/JERRY SAWETZ LCLIENT PROJECT ID: 08288.2 CLIENT SAMPLE ID: 4/4/2006 13:30 B-3 LCCIL SAMPLE #: -06 ANALYSIS ANALYSIS Ll ANALYTE METHOD RESULTS* UNITS** DATE BY 2-Hexanone EPA-8260 ND(<10) UG/L 4/10/2006 CCN 1,3-Dichloropropane EPA-8260 ND(<2) UG/L 4/10/2006 CCN L Tetrachloro,ethylene EPA-8260 ND(<2) UG/L 4/10/2006 CCN Dibromochloromethane EPA-8260 ND(<2) UG/L 4/10/2006 CCN { 1,2-Dibromoethane EPA-8260 ND(<2) UG/L 4/10/2006 CCN LChlorobenzene EPA-8260 ND(<2) UG/L 4/10/2006 CCN 1,1,1,2-Tetrachloroethane EPA-8260. ND(<2) UG/L 4/10/2006 CCN Ethylbenzene EPA-8260 ND(<2) UG/L 4/10/2006 CCN M+P Xylene EPA-8260 ND(<4) UG/L 4/10/2006 CCN Styrene EPA-8260 ND(<2) UG/L 4/10/2006 CCN O-Xylene EPA-8260 ND(<2) UG/L 4/10/2006 CCN j Bromoform EPA-8260 ND(<2) UG/L 4/10/2006 CCN L Isopropylbenzene EPA-8260 ND(<2) UG/L 4/10/2006 CCN 1,1,2,2-Tetrachloroethane EPA-8260 ND(<2) UG/L 4/10/2006 CCN 1,2,3-Trichloropropane EPA-8260 ND(<2) UG/L 4/10/2006 CCN Bromobenzene EPA-8260 ND(<2) UG/L 4/10/2006 CCN N-Propyl Benzene EPA-8260 ND(<2) UG/L 4/10/2006 CCN 2-Chlorotoluene EPA-8260 ND(<2) UG/L 4/10/2006 CCN 1,3,5-Trimethylbenzene EPA-8260 ND(<2) UG/L 4/10/2006 CCN 4-Chlorotoluene EPA-8260 ND(<2) UG/L 4/10/2006 CCN T-Butyl Benzene EPA-8260 ND(<2) UG/L 4/10/2006 CCN 1,2,4-Trimethyl benzene EPA-8260 ND(<2) UG/L 4/10/2006 CCN S-Butyl Benzene EPA-8260 ND(<2) UG/L 4/10/2006 CCN P-Isopropyltoluene EPA-8260 ND(<2) UG/L 4/10/2006 CCN 1,3 Dichlorobenzene EPA-8260 ND(<2) UG/L 4/10/2006 CCN 1,4-Dichlorobenzene EPA-8260 ND(<2) UG/L 4/10/2006 CCN N-Butylbenzene EPA-8260 ND(<2) UG/L 4/10/2006 CCN 1,2-Dichlorobenzene EPA-8260 ND(<2) UG/L 4/10/2006 CCN 1,2-Dibromo 3-Chloropropane EPA-8260 ND(<10) UG/L 4/10/2006 CCN 1,2,4-Trichlorobenzene EPA-8260 ND.(<2) UG/L 4/10/2006 CCN Hexachlorobutadiene EPA-8260 ND(<2) UG/L 4/10/2006 CCN r Naphthalene EPA-8260 ND(<2) UG/L 4/10/2006 CCN 1,2,3-Trichlorobenzene EPA-8260 ND(<2) UG/L 4/10/2006 CCN !J Page 7 8620 Holly Drive Suite 100 Everett, WA 98208 425 356-2600 FAX 425 356-2626 Seattle 206 292-9059 L = CCIN ANALYTICAL L• LABORATORIES, INC _ CERTIFICATE OF ANALYST::.:. L CLIENT: ENVIRONMENTAL PARTNERS, INC. DATE: 4/11/2006 295 NE GILMAN BLVD. SUITE 201 CCIL JOB #: 0604022 ISSAQUAH, WA 98027 DATE RECEIVED: 4/5/2006 LWDOE ACCREDITATION #: C142 CLIENT CONTACT: THOM MORIN/JERRY SAWETZ LCLIENT PROJECT ID: 08288.2 CLIENT SAMPLE ID: 4/4/2006 13:30 B-3 LCCIL SAMPLE #: -06 L ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS" DATE BY TPH-Diesel Range NWTPH-DX ND(<130) UG/L 4/7/2006 DLC LTPH-Oil Range NWTPH-DX ND(<250) UG/L 4/7/2W6 DLC "ND' INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT: REPORTING LIMIT IS GIVEN IN PARENTHESES -UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS APPROVED BY: L u 1-1 u u Page 8 8620 Holly Drive Suite 100 Everett, WA 98208 425 356-2600 FAX 425 356-2626 Seattle 206 292-9059 CCI ANALYTICAL L=11LABORATORIES, INC CER-T1FlL 4 ' % 5.1 _IW-AA : CLIENT: ENVIRONMENTAL PARTNERS, INC. DATE: 4/11/2006 295 NE GILMAN BLVD. SUITE 201 CCIL JOB #: 0604022 ISSAQUAH, WA 98027 DATE RECEIVED: 4/5/2006 WDOE ACCREDITATION #: C142 CLIENT CONTACT: THOM MORIN/JERRY SAWETZ CLIENT PROJECT ID: 08288.2 CLIENT SAMPLE ID: 4/4/2006 14:30 B-4 LCCIL SAMPLE #: -08 :z -kt�r QATAbR1T5:�:�_.°� hw F L ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS** DATE BY TPH-Volatile Range NWTPH-GX ND(<50) UG/L 4/6/2006 GAP Benzene EPA-8021 ND(<1) UG/L 4/6/2006 GAP L- Toluene EPA-8021 ND(<1) UG/L 4/6/2006 GAP Ethylbenzene EPA-8021 ND(<1) UG/L 4/6/2006 GAP Xylenes EPA-8021 ND(<3) UG/L 4/6/2006 GAP TPH-Diesel Range NWTPH-DX ND(<130) UG/L 4/7/2006 DLC TPH-Oil Range NWTPH-DX ND(<250) UG/L 4/7/2006 DLC INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT. REPORTING LIMIT IS GIVEN IN PARENTHESES. UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS J APPROVED BY: Page 10 8620 Holly Drive Suite 100 Everett, WA 98208 425 356-2600 FAX 425 356-2626 Seattle 206 292-9059 F � CCI r •ANALYTICAL LABORATORIES, INC 1 rx -. ' " _ a:'r: CERTlF1GATE`..F':ANAL•Y.SIS rNMI CLIENT: ENVIRONMENTAL PARTNERS, INC. DATE: 4/11/2006 295 NE GILMAN BLVD. SUITE 201 CCIL JOB #: 0604022 ISSAQUAH, WA 98027 DATE RECEIVED: 4/5/2006 1 WDOE ACCREDITATION #: C142 CLIENT CONTACT: THOM MORINMERRY SAWETZ FCLIENT PROJECT ID: 08288.2 CLIENT SAMPLE ID: 4/4/2006 16:00 B-5 CCIL SAMPLE #: -10 -_ '�:.. = DATA RIW'' -� ;':..� ANALYSIS ANALYSIS ANALYTE METHOD RESULTS" UNITS" DATE BY TPH-Volatile Range NWTPH-GX ND(450) UG/L 4/6/2006 GAP Benzene EPA-8021 ND(<l) UG/L 4/6/2006 GAP Toluene EPA-8021 ND(<l) UG/L 4/6/2006 GAP Ethylbenzene EPA-8021 ND(<l) UG/L 4/6/2006 GAP Xylenes EPA-8021 ND(<3) UG/L 4/6/2006 GAP TPH-Diesel Range NWTPH-DX ND(<130) UG/L 4/7/2006 DLC TPH-Oil Range NWTPH-DX ND(<250) UG/L 4/7/2006 DLC 7- -ND' INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT. REPORTING LIMIT IS GIVEN IN PARENTHESES UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS I I I I APPROVED BY: Page 14 8620 Holly Drive Suite 100 Everett, WA 98208 425 356-2600 FAX 425 356-2626 Seattle 206 292-9059 CCI •ANALYTICAL LABORATORIES, INC • of t. _•:, _ t v ray. t,:ti r, t �i: _ CE.TfI*1C:$AT..E�.OF�ANAI_YSi���N���:`•`�: CLIENT: ENVIRONMENTAL PARTNERS, INC. 295 NE GILMAN BLVD. SUITE 201 ISSAQUAH, WA 98027 CLIENT CONTACT: THOM MORINMERRY SAWETZ ICLIENT PROJECT ID: 08288.2 DATE: 4/11 /2006 CCIL JOB #: D604022 DATE RECEIVED: 4/5/2006 WDOE ACCREDITATION #: C142 LQUALI;Ti�Y LiC�] ITI t 'L RESULTS. SURROGATE RECOVERY LCCIL SAMPLE ID METHOD SUR ID % RECV 0604022-01 NWTPH-GX TFT 82 0604022-01 EPA-8021 TFT 90 0604022-01 NWTPH-DX C25 85 L 0604022-02 NWTPH-GX TFT 99 0604022-02 EPA-8021 TFT 109 0604022-02 NWTPH-DX C25 105 0604022-03 NWTPH-GX TFT 89 L 0604022-03 EPA-8021 TFT 98 0604022-tD NWTPH-DX C25 85 0604022-04 NWTPH-GX TFT 92 0604022-04 EPA-8021 TFT 101 L 0604022-04 NWTPH-DX C25 80 0604022-05 NWTPH-GX TFT 83 0604022-05 EPA-8021 TFT 93 ` 0604022-05 NWTPH-DX C25 80 L 0604022-06 NWTPH-GX TFT 98 0604022-06 EPA-8260 1.2-Dichloroethane-d4 103 0604022-06 EPA-8260 Toluene-d8 91 0604022-06 EPA-8260 4-Bromofluorobenzene 108 0604022-06 NWTPH-DX C25 115 0604022-07 NWTPH-GX TFT 83 0604022-07 EPA-8021 TFT 92 0604022-07 NWTPH-DX C25 89 L 0604022-08 NWTPH-GX TFT 102 0604022-08 EPA-8021 TFT 111 0604022-08 NWTPH-DX C25 95 0604022-09 NWTPH-GX TFT 85 0604022-09 EPA-8260 1.2-Dichloroethane-d4 94 0604022-09 EPA-8260 Toluene-d8 108 0604022-09 EPA-8260 4-Bromofluorobenzene 85 0604022-09 NWTPH-DX C25 82 0604022-10 NWTPH-GX TFT 104 0604022-10 EPA-8021 TFT 114 0604022-10 NWTPH-DX C25 93 APPROVED BY: 4t �W— Page 15 8620 Holly Drive Suite 100 Everett, WA 98208 425 356-2600 FAX 425 356-2626 Seattle 206 292-9059 Web date: 04/26/2007 King County Department of Development and BnvR "MTeTE Building Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 DEC 0, 5 2007 206-296-6600 TFY 206-296-7217 'T. �Ib J r ' SEWER.. r. ERU� For alternate formats call 206-29 -6600. ' 111 J I \fr VI I T LJF F{.. LJ L-I l!-"' This certificate provides the PutBUL@iW tj&-& King County Department and the Department of Development and Environmental Services with information necessary to evaluate development proposals. Do not write in this box d Number Name ,Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone or other: Applicant's name: 16 Proposed use: Z5 Location (attach map and legal description if necessary): / Aon .0 art fi" �l 15-6c) 521-1 z. .m 1. a. Sewer servicecan a provided by side sewer connection only to an existing size sewer f feet from the site and the sewer system has the capacity serve the proposed use. OR DiL' — e°/ /{l��rr/pIG�/�•� C777, ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) The construction of a collection system on the site; and/or ❑ (3) Other (describe): 2. a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the district or has been granted Boundary Review Board OR approval for extension of service outside the district or city. ❑ b. Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. 4. Service is subject to the following: a. Connection charge: — K) SC-- b. Easement(s): v Tv C. Other: ;%Aw 5 W % - U Comments: F :rhe District, :u its sole discretion, reserves the right to delav or deny sewer service based upon capacity limitations in District and Other Purveyor facilities. I certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. L '_F �IIAVEN UTILITY DISTRICT Agency name Tr7 �- Ili -r; nilability form.doc b-cert-sewer.pdf Sig ato name Signature 02-07-2002 Page 1 of 1 King:County Department of Development and Erffor%I S, �y yr n Building Services Division LJ 1V11 1 i 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 DEC ® 5 2007 206-296-6600 TTY 206-296-7217 This certificate provides(WKRE Development and EnvironmO IJILE Do not write in this box Web date: 0412812DD7. FT 7 Al - E ABILITY:'. L. tTIFICATE 0E. Ti" AI 81LITY I .:. ERU i For alternate formats, call 206-296-6600. J-G J County Department and the Department of i necessary to evaluate development proposals. Number Name K Building Permit X ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone or other: Applicant's name: VY 4�--4 Y Proposed use: e_� nN Location (attach map and legal description if necessary): % alto 1549152 5f 1. X a. Waty can be provides by service connection only to an existing ���r OQ ��V AM. (size) water main that is a 5 t feet em the site. OR IIrL ZV ❑ b. Water service will require `arn improvement to the water system of. ❑ (1) feet of water main to reach the site; and/or ❑ (2) The construction of a distribution system on the site; and/or ❑ (3) Other (describe): 2. �X a. The water system is in conformance with a County approved water comprehensive plan. OR ❑ b. The water system improvement is not in conformance with a County approved water comprehensive plan and will require a water comprehensive plan amendment. (This may cause a delay in issuance of a permit or approval.) 3. W a. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approvals for extension of service outside the district or city, or is within the County approved service area of a private water purveyor. OR ❑ b. Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. 4. a. Water is or will be available at the rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant ± feet from the building/property (or as marked on the attached map): Rate of dery at Peak demand. ❑ less than 5 gpm (approx. gpm) 500 to 999 gpm ❑ 1000 gpm or Tore ❑ flaw test of gpm A calcufatle of �500 gpm Duration: El less than 1 hour © 1 hour to 2 hours ]� 2 hours or more fOthV- (Note: Commercial building permits which include multifamily structures require flow test or calculation.) OR ❑ b. Water system is not capable of providing fire flow. 5. ;ff a. Water system has certificates of water rights or water right claims sufficient to provide service OR ❑ b. Water system does not currently have necessary water rights or water right claims.. Comments/conditions: WRTER � V I I certify that the above water purveyor information is true. This certification shall be valid for one year from date of signature. LAKEHAVEN UTILITY DISTRICT :F� i A-,,,J k-E u L�JY Agency name Sign tory name Title Signature Q*JL7- b -�, w LOU--TL9e,�;7.1�55Vf� w�7� S�1 crAc�R�rvt�._.�r-�. Highest '�- Min. j In 0f Pressure Zone; Lowest Elevation of Property ��+� ;Est. Max.Pressure psi The District, at its sole discretion, reserves the right to delay or deny water service based upon capacity limitations in District and Other Purveyor facilities. �A/of.r fnrm P— nF_9o_onn4 Pang 1 of I CITY OF �. Federal December 13, 2007 Mr. David Dean In Form, Inc. 230 NE Juniper Street, Suite 201 Issaquah, WA 98027 CITY HALL 33325 8th Avenue South y Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com RE: FILE #07-104500-00-UP; COMPLETE APPLICATION /ADDITIONAL INFORMATION REQUESTED Safeway Fuel Project, 1207 South 3201h Street, Federal Way, WA Dear Mr. Dean: Planning staff have had the opportunity to review information submitted for the new fueling facility and retail kiosk, including resubmittal information received on December 7, 2007. The formal Process III and SEPA application was submitted on August 15, 2007, and determined to be complete on August 30, 2007. ADDITIONAL INFORMATION REQUESTED TRAFFIC DEPARTMENT, SAxADY LONG _253-835-2742 Traffic comments dated December 11, 2007, are enclosed. PLANNING DEPARTMENT DES BARKER 253-835-2642 1. State Environmental Policy Act (SEPA) The following items must be addressed before the environmental determination can be issued: 13.3.c and d — Revise the checklist responses to address the requirement that enhanced water quality treatment to meet the Resource Stream Water Quality Treatment criteria of the 1998 King County Surface Water Design Manual is required for the entire site, and indicate how that will be addressed. Also denote where the storm waters flow to. B.14.d — Revise the checklist to discuss the frontage improvements undertaken by the applicant. B.14.g — Revise the checklist to address the Concurrency report findings and identified mitigation. B.16.b — Revise the checklist to list the size of utility related pipes that will be installed in conjunction with this project. 2. Technical Review Comments As identified in the preapplication conference letter, there are two principal pedestrian rights -of -way associated with the proposed fueling facility site — I lth Avenue South and South 320`h Street. In response to Federal Way Comprehensive Plan goals that encourage an active, vibrant downtown setting, the Federal Way City Code (FWCC) mandates prescriptive measures to produce the desired effect, by requiring that setbacks within this zone be both no more than five feet from the principal pedestrian rights -of -way, buildings to be oriented to the right -of --way; plazas and entries located at Mr. Dcan December 13, 2007 Page 2 street corners to optimize pedestrian access and use; and buildings adjacent to the street provide visual access from the street into human services or activities. Pedestrian orientated architectural treatments are required including transparent glass. Unfortunately, the buildings proposed in the submitted plans feel secondary in nature and do not respond to these prescriptive measures as discussed below. At the 2006 preapplication meeting, staff supported the retail kiosk concept. However, despite the wall of windows, the proposed kiosk does not provide the street with a retail presence. A car wash on the west side of the street proposed in a previous preapplication is still supported by staff, especially as the storage building concept does not appear to meet city goal and prescriptive requirements. The remainder of this letter is a detailed analysis of FWCC and the development proposal. Site Plan a. The retail kiosk is required to be no more than five feet from the principal pedestrian right-of-way, which has been identified in the preapplication meeting as South 320'h Street. A portion of this building is setback two feet from the South 320'h property line. However, this requirement is required of the entire building, not just a portion. Please revise the location of the retail kiosk. b. Depict the future property line at South 320`h Street on the enlarged dimension site plan sheet SA-13. c. Depict measures to screen the NW corner of the site as discussed below in Design Guidelines. d. The concrete delineated pedestrian corridor that leads from the grocery store to the retail kiosk ends before the door to the retail kiosk, and does not extend to the "storage buildings." The delineated corridor must connect to the southern door of the retail kiosk and the westernmost buildings. Paint striping is not supported. e. The above -referenced pedestrian connection crosses in back of and to the south of the accessible parking stalls provided for this project. This location, while not only unsafe for pedestrians, establishes vehicular conflicts and is duplicated by a pedestrian link at the north end of the parking stalls. The pedestrian crossing behind the parked cars must be eliminated. Denote curb stops at the parking stalls adjacent to pedestrian corridor. f. Internal traffic control such as one-way aisles, narrowed entrances, stop signs or other methods to control traffic movement should be depicted on the site plan in order to eliminate vehicular conflicts between vehicles turning west from the driveway entrance off South 320t' Street and vehicles exiting the new gas station at the easternmost drive opening. Consider extending the planter areas or requiring one-way traffic flow. See the red -lined plans. g. Some information submitted on the Sheet A-O (site plan) does not match that in the SEPA checklist. Plan information must be consistent; please verify the size of the kiosk building and the storage buildings. Parking The parking information listed on sheet A-0 identifies the size of the kiosk at 464 square feet, while the project information section on this page lists the kiosk as 1,010 square feet in size. The size of this building must be consistently reflected. In addition, the square footage of the storage buildings must be provided. Design Guidelines a. Provide a written response to demonstrate how the formal application addressed design criteria requirements referenced below. b. As noted in the preapplication letter, under FWCC Section 22-1638(c)(1)(b), surface parking and driving areas may not occupy more than 40 percent of the project's linear frontage along principal 07-104500 Doc I.D. 43358 Mr. Dean December 13, 2007 Page 3 pedestrian right-of-way. Please demonstrate how this requirement is met for the South 320"' Street and 110' Place South frontages. c. Under FWCC Section 22-1638(c)(5), drive through facilities shall not be located along or in conjunction with, a building fagade that faces or is clearly visible from a right-of-way, public sidewalk or pedestrian plaza. The drive through related to the canopy is visible from the South 320`h and 11'h Place South rights -of -way, as well as the corner of these two roadways. A retail kiosk is proposed between this drive through and the South 320d' Street, to meet the intent of FWCC. This small building contains the cashier and refrigerated items. There is no visual link from the cashier to the right-of-way, and despite the large windows facing South 320`h Street, the retail kiosk does not provide any active retail presence at the street level. The specific extent of the nature and expectation of the retail kiosk must be identified with this application, and a written response that identifies specific methodology used to maintain the active retail quality of the small building, including its relationship to the right-of-way must be provided. d. A 40-foot-long storage building is proposed along the west side of the site. While this appears to represent a type of fagade between the fueling island and right-of-way, which is also a principal pedestrian right-of-way, the building does not have any street presence. It is unclear as to how the "storage buildings" represent an active use between the fueling facility drive-throezgh and the 11t' Place South right-of-way, given the fact that the building is isolated from the retail kiosk, and there is no visible activity from this building onto the 1 Ph Place South. The fueling island and the stacking lanes are also visible through the wide pedestrian corridor between the two units. Please expound upon the intent of these buildings and demonstrate how they address this code requirement. e. The NW corner of the property is also highly visible to both pedestrian and drivers, but lacks a building fagade between the stacking lanes of the service station drive through and the rights -of -way. As noted in the preapplication conference, walls do not establish a building fagade along the right- of-way and would not meet the intent of the FWCC. Please demonstrate how the corner of the project site addresses the stated requirements. f. Identify the special pavement materials proposed for the pedestrian corridor as required under FWCC Section 22-1568(c)(4). Note the required width is six feet. This pavement material must extend from the subject site across the existing grocery store drive aisle adjacent to the new gas station — refer to the red -lined site plan. As noted above, paint striping is not supported. g. As previously mentioned, pedestrian connection between the buildings is required under FWCC Section 22-1634(d)(3). Denote any pedestrian related furniture provided with this facility per FWCC Section 22-1634(d)(5). h. Under FWCC Section 22-1634(b)(2), vehicular turning movements should be minimized. The site plan should more fully define vehicular traffic patterns. As noted above, the conflict between vehicles entering and exiting the gas station from the existing drive aisles must be minimized. Refer to the red -lined plans. i. As discussed above, drive through stacking lanes shall not be located along or in conjunction with a building fagade that faces or is clearly visible from a right-of-way, public sidewalk or pedestrian plaza. If permitted, they shall be visually screened from the street by Type III landscaping and/or architectural treatment or combination thereof, which reflects the primary building and provides appropriate screening under FWCC Section 22-1634(g)(2). The proposed kiosk and storage buildings are very small, and the perimeter landscaping becomes even more important to address this function. Also, the areas of sod lawn do not provide adequate screening. Please address. j. Under FWCC Section 22-1564(g)(2)(b), stacking lanes must be separated from the parking lot, sidewalks and pedestrian areas by landscaping. This landscaping is generally depicted south of the canopy. However, there is no separation between the stacking lanes and the southern pedestrian entrance to the kiosk. Please resolve this conflict. 07-104500 Doc LD 43358 Mr. Dean December 13, 2007 Page 4 k. Per FWCC Section 22-1635(c)(1), facades visible from the street and other public areas should provide a minimum of 40 percent glazing along the principal pedestrian right-of-way. This applies to both the kiosk and the storage buildings. The kiosk has a large window wall at the entrance, but no other windows along South 320'h Street. Demonstrate how kiosk staff will be able to look out onto the right-of-way when they are behind the counter and demonstrate how the storage buildings meet this requirement. Landscaping a. The landscape plan must be prepared and stamped by a licensed landscape architect per FWCC Section 22-1563(b). b. Landscaping must be located within perimeter planting areas to meet the intent of FWCC Section 22-1565(c), requiring five feet of Type III landscaping, and including a mixture of evergreen and deciduous trees, shrubs a minimum of 24 inches in height and ground cover. The landscape plan as depicted on sheet SL-1.1 does not reflect this requirement. Trees located in the right-of-way will not be counted as perimeter landscape trees. Refer to the red -lined planting plan. C. Screening must be provided between the vehicular circulation areas/parking lot and the right-of-way through use of shrubs that are 36 inches tall, vegetated berms, or architectural features per FWCC Section 22-1567(e). Provide a cross section to show how this is met on the north and west sides of the subject property. d. As noted above, proposed storage buildings intrude into the western perimeter landscape area. The intrusion can only be permitted if a formal landscape modification request under FWCC Section 22- 1570 is received and approved. e. Interior parking lot landscaping, in the amount of 22 square feet per parking stall or 110 square feet, is required for those new parking stalls provided with this project. This landscaping must be located adjacent to the new parking stalls. Please denote the location of this interior parking lot landscaping and list the square footage of the proposed landscape islands. Elevations As discussed in the preapplication letter, the fueling station canopy shall be modulated horizontally as well as vertically. Ensure that the color, form, and material elements used in the Safeway store are incorporated into the canopy and kiosk. A colors and materials board was to be submitted along with the formal application and include color rendering or photographs of the existing Safeway store. This information has not been submitted. Garbage and Recycling a. Identify the location of the recycling facility required under FWCC Section 22-949(g). b. List the size of the garbage and recycling enclosure on the site plans. C. Typically, dumpster service by Waste Management will require gate openings a minimum of 18 feet wide for top load service, and 12 feet wide for the more expensive roll -out service. Please indicate the type of proposed service for the proposed development. d. Provide elevations of the trash enclosure that demonstrate how this facility compliments the architecture of the new and existing buildings. Nonconformance If the value of the new improvements exceed 50 percent of the existing building value, conformance upgrades to the existing landscaping will be required under FWCC Article IV, Nonconformance. Please verify the cost of the new improvements and the value of the existing Safeway building. 07-104500 Doc I D 43358 Mr. Dean December 13, 2007 Page 5 The Public Works Engineering Department has been asked to provide any technical comments on the resubmitted civil plans by December 27, 2007. I will forward their comments to you as they are available. Be advised that there may be additional environmental comments related to their review which would need to be resolved before an environmental determination is issued. When resubmitting, provide five (5) copies of any revised pages and four (4) copies of any report with the enclosed Resubmittal Information Form. Please be advised that with the request for additional information, the 120-day maximum review time frame is suspended with eight (8) of the 120 days used, and it will be restarted within fourteen (14) days of the date of your complete response to this request. If you should have any questions regarding this letter or your development project, please feel free to call me at 253-835-2642, or Sarady Long at 253-835-2743. Sincerely, Deb Barker Senior Planner enc: Traffic comments Red -lined site and landscape plans Resubmittal Information Form c: Kevin Peterson, Engineering Plans Reviewer Sarady Long, Traffic Engineer 07-104500 Doc. I D 43358 Ak CITY OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8m Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-2607; Fax 253-835-2609 www.ccittyyyoffederalway.com , jr j j yaMHTTEL bct 2 2 2008 CITY - r6pERALWAY BUILDING DEPT. ENVIRONMENTAL CHECKLIST PURPOSE OF CHECKLIST The State Environmental Policy Act (SEPA), Revised Code of Washington (RCW) Chapter 43.21C, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS This environmental checklist asks you to describe some basic information about our proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NON -PROJECT PROPOSALS Complete this checklist for non -project proposals, even though questions may be answered "does not apply." In addition, complete the Supplemental Sheet for Non -Project Actions. For non -project actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. A. BACKGROUND 1. Name of proposed project, if applicable: Safeway Fuel Project #1555 2. Name of applicant: Company In Form Inc. Applicant: David Dean / Contact: David Dean 3. Address and phone number of applicant and contact person: PMB 256 70 East Sunset Way Issaquah Washington 98027 866-540-8729 David Dean / Ext. 103 4. Date checklist prepared: 11-12-08 5. Agency requesting checklist: City of Federal Way Washington 6. Proposed timing or schedule (including phasing, if applicable): Depending on permit approval, Safeway would like to start construction as soon as possible, spring of 2009. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. A geotechnical report, Phase I and II Environmental Site Assessment and Traffic study will be made available upon building permit submittal. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. i Unknown to applicant 10. List any government approvals or permits that will be needed for your proposal, if known. Government approvals and/or permits which will be required for this will include Demolition, Building, Plumbing, and electrical etc. Health Department, Fire Department and Department of Ecology will also be involved in the permit approval process. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The project will require the partial removal of paved surfaces, concrete curbs and applicable site vegetation of an exiting Safeway parking lot for the construction of a new fueling facility. This will include an approx. 4064 sq. ft. structural steel canopy and 1010 sq. ft kiosk that will be used primarily for the retail sale of fuel and prepackaged goods. An additional 400 sq. ft. structure is being proposed and will be used primarily used for misc. vending and staging of outdoor items for sale. This will be a fuel station primarily and will not provide additional vehicle service beyond air and water dispensing for the convenience of motorist. The facility will also require the installation of two (2) 20,000 gal underground storage tank. Both tanks will be complete w/ tanks sumps, containing pump, fill and stage 2 vapor recovery systems. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Site Address: 1207 South 320'b Street Federal Way, 98002 Fore legal description, see attached. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one): flat, rolling, hilly, steep slopes, mountainous, other. The site can be described as flat as it is an existing parking lot. b. What is the steepest slope on the site (approximate percent slope)? The site at its steepest slope is approx. 4%. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, mulch)? If you know the classification of agricultural soils, specify them and note any prime farmland. The subsurface soils found on the site can general be described as dense to very dense silty sand with gravel. Please refer to attached Baseline Environmental Assessment for more information. d. Are there surface indications �Istory of unstable soils in the immediat --�;cinity? If so, describe. The history of unstable soils within the immediate vicinity are currently unknown to applicant. However, groundwater was encountered 9 to 10 feet below grade, please refer to attached Baseline Assessment for more information. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. The project will require the removal of approx. 600 cu yards of material for the installation of the underground storage tanks. Additional site grading will be necessary. Please refer to schematic drainage plan for more information. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Yes, steps to mitigate erosion will be instituted. These would include the installation of filter fabric fences, sediment protection @ existing catch basins, etc. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approx. site area: 408,498 sq. ft. Approx. Impervious surface: 381,882 sq. ft. Approx. Impervious surface %: 93.4% h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any. Commonly used erosion control methods will be used throughout the coarse of construction to help minimize the impact to soils. Please refer to civil sheets for more information. 2. AIR a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Safeway will equip the site with advanced emission controlling measures in accordance with local, state, and federal regulations. These measures include: Stage I Vapor Recovery - The delivery of fuel to the site will also involve the recapturing of vapors from the underground storage tanks (UST's). This process is commonly referred to as a balanced system. When fuel is introduced into the tanks, a negative pressure is created within the tanks of the fuel truck while a positive pressure environment is generated within the UST's. With the introduction of a tight line system to these two confined areas, vapors in the UST's will return to the tanker truck eliminating it's release into the atmosphere. This process of Vapor recover has been required for all fueling station no later than 1992. Likewise, no tanker truck may drop fuel without simultaneously connecting to the Stage I vapor recovery line. Typically these vapors are returned to the terminal for reprocessing into liquid petroleum. Stage II Recovery The escape of emissions is also possible during the fueling of motor vehicles. This occurs when the introduction of fuel into the tanks reduces the space occupied by vapors, effectively forcing the vapors out during fueling. Federal agencies require the capturing of these fugitive emissions and demand that a Stage II Vapor recovery system be equipped at all station Prior to December 22, 1998. This system employs an vacuum within the dispenser which draws vapors back from the end of the nozzle and pushes them back to the UST's where they will be recovered by the Stage I vapor Recovery System of the tanker truck. Some emission may escape during this process as the nozzle is exposed when it is removed, however the release of such vapors is within federal mandates as well as Air Pollution Control Authority. Emissions from Vehicles Although no measures are in place to place to recover the emissions that occur from motor vehicles while running, it is required that all vehicles shut off their engine while fueling. Therefore, there would be no emissions during the fueling operation from motor vehicles. Review Procedures All fueling facilities need to be submitted and approved by both the Washington State Department of Ecology and the Puget Sound Clean Air Agency (PSCAA). These agencies ensure that the proper measures are in place in order to comply with local and federal laws in the design and construction of fueling facilities. This facility will be required to install all of the systems that were described in the order to control emissions of vapors. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. Unknown to applicant. c. Proposed measures to reduce or control emissions or other impacts to air, if any. Please refer to part 1 of this section for more information. 3. WATER a. Surface. 1) Is there any surface water body on or in the immediate vicinity of the site (including yearround and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No known surface water body within the immediate area. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None known to applicant 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. Unknown to applicant 5) Does the proposal lie within a 10-year floodplain? If so, note location on ..ie site plan. Unknown to applicant 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. None b. Ground. 1) Will ground water be withdrawn, or will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. No/none 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. No/none c. Water Runoff (including stormwater) 1) Describe the source of runoff (including stormwater) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Runoff should be restricted to site run off only. Storm runoff will continue to discharge to the on -site storm conveyance system(s). 2) Could waste materials enter ground or surface waters? If so, generally describe No. The site is being graded, and storm facilities provided, to insure no waste material could enter ground or surface waters. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any. All surface runoff will be collected and routed through the existing water quality vault that serves the center. Further, the centers existing storm conveyance facility is being fitted with a Contech catch basin stormfilter at each existing catch basin, providing additional water quality measures. Runoff from that area lying beneath the canopy is being collected in an independent system. (The under canopy runoff being generated by periodic wash down and drippings from cars). Runoff from that area will pass through on oil/water separator (a 450 gallon capacity tank) prior to discharge to the sanitary sewer. A gate valve is provided on the outfall pipe from the oil/water separator which will remain open under normal operating conditions and closed in the event of a fuel spill. To help mitigate any spill which may occur on site, a comprehensive spill response plan will be instituted. 4.PLANTS a. Check or circle types of vegetation found on the site. x_ deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other _x shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plant: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Site is currently developed, existing landscaped areas which maybe altered or remove include a mix a conifer and deciduous trees, ground cover, shrubs and grass. c. List threatened or endangered species known to be on or near the site. Currently, no known endangered species to be on or near the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. Landscaping for the site should comply with city and state regulation but should be in harmony with the landscaping currently present and will be designed by a landscape architect registered in the State of Washington. 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site. birds: hawk, heron, eagle, songbirds, other: Crows and Pigeons are likely mammals: deer, bear, elk, beaver, other: Squirrels and mice are likely fish: bass, salmon, trout, herring, shellfish, other: None b. List any threatened or endangered species known to be on or near the site. Unknown to applicant. c. Is the site part of a migration route? If so, explain. Unknown to applicant d. Proposed measures to preserve or enhance wildlife, if any. Compliance with state and federal environment regulations. 6. ENERGY AND NATURAL F _`OURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. The kiosk will require electricity for HVAC systems, water heating and misc. upright cooler equipment. Both fueling canopy and kiosk will require interior and exterior lighting. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No known adverse affect to potential use of solar energy by adjacent properties is currently recognized. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any. Energy conservation will include compliance with state and federals energy code requirements. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste that could occur as a result of this proposal? If so, describe. The potential for combustion of flammable materials at a modern fuel facility would be rare but altogether possible. Steps to minimize this threat are highlighted below. Building Construction The kiosk and fueling canopy will be built of non-combustible fire resistant materials and should not readily burn should a catastrophic event occur. Emergency Pump Shut Off Switches Emergency Pump Shut Off Switches are typically located at both the interior of the kiosk and at the exterior within public view. In the event of a fire, all pumps could be shut down by activating the switch. An attendant at the kiosk, motorist or pedestrian can operate this system at any time, for any reason. Shear Valves Each dispenser is fitted with a Shear valve. The valve is located on each fuel pipe just below grade at the dispensers. In the event of a vehicle striking the dispenser, the valve will deactivate and close the fuel lines. This would immediately cut off the fuel supply from any fire resulting from an accident. Vapor Sensors The primary contributing factor to combustion is the presence of vapors. To help mitigate this threat in the confined spaces, sophisticated leak detection systems have been implemented. Veederoot TLS 350 systems detect the presence of fuel vapors in confined spaces so professionals can effectively deal with a potential system breach. Break Aways These devices allow a particular length of hose to be broken away from the dispenser without damaging the hose. When this occurs, no more fuel can be dispensed until the fitting is reinstalled. No Smoking Smoking will be strictly prohibited while fueling vehicles. The use of cell phones is also discouraged, each of which are indicated on each dispenser.. 1), Describe special emergency services that might be required. k The facility operating under normal conditions will require no external emergency services. However, in the event of an emergency a trained attendant will contact the appropriate authorities. A pay phone will also be made available on site when an attendant is not present after hours. 2) Proposed measures to reduce or control environmental health hazards, if any. The tanks will be double walled and buried underground with electronic sensors in the spaces between the wall to monitor containment integrity. The fuel will be routed through double wall flex piping with electronic sensors to monitor the annular space. These sensors will be linked to a console utilizing the necessary visual and audible alarms inside the kiosk. b. Noise. 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment operation, other)? The noise currently experience at the site will include that of typical vehicular traffic. The site will experience for a temporary period additional levels of noise during construction, see below for more information. 2) What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic, construction operation, other)? Indicate what hours noise would come from the site. Short Term: Noise associated with construction of the facility including machinery and equipment. The time period designated for construction should comply with city ordinances. Long Term: Additional vehicular noise will be experience. The typical hours of the station will be 6:OOam to 11:OOpm and less than the existing grocery store. But the station will be available to debit/credit fuel transactions 24 hours a day. 3) Proposed measures to reduce or control noise impacts, if any. Compliance with local and state construction ordinances etc. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? -The site designated for the station is currently parking for an existing Safeway grocery store. Adjacent properties include a mix of commercial developments. b. Has the site been used for agriculture? If so, describe. Unknown to applicant. c. Describe any structures on tt �)te. The immediate area designated for the construction of this facility does not have structures beyond concrete curbs, asphalt paving etc. d. Will any structures be demolished? If so, what? No structures should be demolished, only concrete and asphalt paving. e. What is the current zoning classification of the site? The current zoning classification of the site is CC-F (Community Center — Frame) f. What is the current comprehensive plan designation of the site? Unknown to applicant. g. If applicable, what is the current shoreline master program designation of the site? Unknown to applicant. h. Has any part of the site been classified as an environmentally critical area? If so, specify. See attached Baseline Assessment, page 3, w/ header titled "Environmental Critical Areas Review". i. Approximately how many people would reside or work in the completed project? One (1) attendant will occupy the kiosk during business hours. j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any. None required 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. Compliance with local zoning and building codes. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low income housing. Does not apply b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None c. Proposed measures to reduce or control housing impacts, if any. No 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The fueling canopy will be 20'-10" in overall height. The canopy will be constructed primarily of structural steel fitting with ACM metal fascia and column cladding. The kiosk will be steel construction with EIFS exterior and CMU base as well as metal awnings matching the Safeway store. The overall height of the Kiosk will be 16'-0". b. What views in the immediate vicinity would be altered or obstructed? None known to applicant. c. Proposed measures to reduce or control aesthetic impacts, if any. Compliance with local development regulations 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? As the canopy and fueling areas will need to be illuminated for safety reasons, significant levels of light and Glare maybe produced. However, measures will employed to minimize the amount of glare projected to surrounding areas. Type of lighting and levels: The fixtures will provide both the site and fueling area with adequate and safe illumination for motorist. The lighting levels are contained by the Washington State Energy Code (WSEC) which allows no more than 1.5 watts per square foot at the canopy and no more than .2 watts per square foot at the designated parking areas. The fixtures are typically energy efficient, super halide light will be utilized for the canopy fixtures. This will radiate a soft white light. b. Could light or glare from the finished project be a safety hazard or interfere with views? Please refer to part "a" c. What existing off -site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any. To reduce the amount of light pollution to adjacent properties, the canopy will utilize recessed lighting fixtures. These light fixtures are situated higher than the perimeter of the canopy, this will restrict much of the light to the fueling area and not adjacent areas 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? Unknown to applicant b. Would the proposed displace any existing recreational uses? If so, describe. None c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any. None known to applicant 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, nation, state, or local preservation registers known to be on or next to the site? If so, generally describe. None known to applicant. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. Unknown to applicant c. Proposed measures to reduce or control impacts, if any. None applicable 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The site will be located at the intersection of S 320th Street and 11`h Place S and will utilize existing access driveways. Please refer to attached site plan for more information. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes. There are King County Metro transit stops on S 3201h Street near 11 th Place S and on 1 l `h Place S, south of S 3201h Street. c. How many parking spaces would the completed project have? How many would the project eliminate? There would be 6 parking stalls on the fuel station site. Construction of the fuel station would remove approximately 65 shopping center parking spaces. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). Frontage upgrades along S 3201h Street and 1 Ph Place S are not planned as part of this project. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. The project is expected to generate approximately 2,270 daily trips. About 36% of these trips are expected to occur internal to the site between the shopping center and the fuel station. Approximately 1,450 daily trips are expected to occur at the site access driveways. About half of these trips (730 daily trips) would be pass -by trips and the remaining trips (720 daily trips) would be primary/diverted-linked trips. Peak volumes at the fuel station are expected to occur when traffic volumes are highest on the adjacent streets during the weekday afternoon PM peak hour. g. Proposed measures to reduce or control transportation impacts, if any. The project would be located on the same site as the Safeway supermarket. This allows customers to access both sites from within the parking lot, without having to travel on the adjacent roadways. In addition, the site has been designed to with an adequate number of fueling positions (12 positions, 6 dispensers) that will accommodate the anticipated number of queued vehicles on site. This design would reduce the potential for queuing impacts onto the adjacent streets. Stop bars and "STOP" text will be painted on the pavement at each access point, further controlling traffic from the fueling facility out to the store parking field. Laura Van Dyke with Heffron Transportation confirming Concurrency Report prepared on 10-5-07, (listing a mitigation fee of $249,867), is still valid. Laura has contacted Sarady Long to confirm. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. No increase in public services is currently recognized. b. Proposed measures to reduce or control direct impacts on public services, if any. Non currently 16. UTILITIES a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other (please list) Water, electricity, telephone, sanity sewer. The site will also require waste removal and recycling services. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Sanitary sewer: Lakehaven Utility District Strom Drainage: City of Federal Way Water: Lakehaven Utility District Electricity: Puget Sound Energy Telephone: Qwest? C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. SIGNATURE: DATE SUBMITTED: 12-19-08 December 19, 2008 RESUBMITTED Deb Barker DEC 2 2 2008 Senior Planner City of Federal Way CITY OF FEDERAL WAY BUILDING DEPT. RE: File #07-104500-00-UP; SEPA Resubmittal / Response Letter Safeway Fuel Project, 1207 South 320th Street, Federal Way, WA Dear Mrs. Barker, Thank you for your preliminary design review and input over the past few months. Hopefully the resulting site, kiosk, vending machine kiosk and canopy design will express the intent of what we have discussed. This letter will also serve as a response to the questions asked on the City letter dated December 13, 2007. State Environmental Policy Act (SEPA B.3.c and d The SEPA checklist responses have been revised to address the information requested. Civil design will meet 1998 King County Surface Water Design Manual. B.14.d No frontage improvements are proposed under the revised scope of work. B.14.g Laura Van Dyke with Heffron Transportation confirming Concurrency Report prepared on 10-5-07, (listing a mitigation fee of $249,867), is still valid. Laura has contacted Sarady Long to confirm. B.16.b Utility related sizes typically associated with a project of this scope are; 1" domestic water service, %" irrigation meter, and sanitary sewer, provided by Lakehaven Utility District. Storm drainage is provided through the City of Federal Way. Electric is provided through Puget Sound Energy. The telephone provider is Qwest, but phone service may not be required, as the kiosk will utilize the existing store's service. 2. Technical Review Comments The location and design of each kiosk, (main sales and vending machine / outdoor sale items), has been designed to meet the intent of the Federal Way City Code (FWCC). Each kiosk has been located no more than 5' from the pedestrian rights -of -way. Visual access to the vending machine kiosk is accomplished by the storefront system, allowing pedestrians to see the vending machines, as well as other Safeway outdoor sale items, such as fire wood, water, etc. Access to the vending machine kiosk is encouraged from the public walk along 111h Place S, with a concrete plaza that lines up with the hardscape on the fueling site. The main sales kiosk is located along S 320th Street, and also has a strong connection to the public sidewalk. The design of the kiosk is to encourage pedestrians, (both walking by and people waiting at the bus stop), to enter the building. The main entrance is set within a transparent storefront system, which is 50% of the main kiosk elevation per FWCC. An awning over the entry also emphasizes the public entry to the kiosk. Pedestrians walking past the kiosk will have a direct visual connection to the Sales Area, as well as the cashier desk beyond, (towards the fuel side entry). The public entry from S 320th Street is about 2'-6" above the main Sales Area — this is to allow the canopy dispenser area to remain relatively flat and respond to the projected elevation of future public sidewalk that will go along with the widening of S 320th Street. Date of the City right-of-way street, bicycle lane, landscaping and curb work is yet to be determined, but our project is required to be designed to work with future City work. The following will respond to the City letter dated December 13, 2007 in the same order the letter was written in. Site Plan a. The retail kiosk along S 320th Street has been redesigned to be no more than 5-0" from the "new" right-of-way. The main entry is projected out closer to the ROW, at about 2' back, to emphasize the main public entry. b. The future property / right-of-way line has been added to SA-1.3. It is shown along both 11th Place S and S 320th Street. c. The northwest corner of the site has been redesigned per our many preliminary design massing studies. With proposed landscaping set around the new corner design, the northwest corner will meet the City intent of the City "entry" concept. In visiting the location in Federal Way, (as pointed out by Deb Barker), we have designed a public seating area, with a curved awning offering protection from rain and sun. The awning and low wall have also been designed to appear as an extension of both kiosks — by using the same material and color, the public seating area is designed from the same architectural vocabulary as the Safeway store, kiosks and canopy. d. A concrete delineated pedestrian corridor has been added per the City's request. It will connect the existing interior pedestrian corridor located in the Safeway store parking, to the proposed concrete walk along the landscaped area, (along the vehicular entrance off S 320th Street). This will allow Safeway store pedestrians to access either entrance of the main retail kiosk from the Safeway store. e. With the site design changes, pedestrian access by way of the concrete sidewalk does not occur behind parking stalls. Pedestrians do not cross behind the parking stalls. f. Vehicles entering the Safeway store and fueling facility from S 3201h Street, will travel south, then come to an existing interior drive aisle and can turn left or right. With the space allowed for vehicular maneuvering on site, one-way aisles are not required. The Traffic impact Analysis prepared by Heffron Transportation Inc. indicates no adverse on -site queuing that would warrant internal traffic control. g. Information listed on the cover sheet, A-0, has been revised to match data within the SEPA check list. Parking a. A written response is included below to demonstrate how the application addresses design criteria. b. Surface parking as indicated on the proposed site plan is 68'-6" wide, (along S 3201h Street). The project's linear frontage along the principal pedestrian right-of-way is 213'. The resulting percentage surface parking along this ROW is 32%, well below the 40% maximum as stated by FWCC. The retail kiosk, low wall with landscaping and corner design comprises the remaining frontage. c. The recent kiosk and corner design revisions have helped to further screen the drive through related canopy activity from both S 320th Street and 11th Place S. Views in to the canopy area from the prominent intersection are mitigated by the corner "entry" seating I awing and low wall design and supplemented with the proposed landscaping. Landscaping along both kiosks, as well as interior landscape islands), help to screen views on to the canopy area from all angles. The main retail kiosk located along S 320th Street will provide a very strong retail presence at the street level. The location of the main entrance is not only designed to meet the FWCC, but Safeway also sees the benefit of enticing people, who are waiting for and getting off at the existing bus stop, located only 40' away, in to the kiosk. As fuel sales are sometimes a loss leader item, it is the sales inside the kiosk that are vital to the fueling facility. Sales from customers stopping for fuel and running in to the main kiosk for beef jerky and soda are good, but it is the additional sales offered to the pedestrians along S 320'h Street and 111h Place S that will make this a viable project for Safeway. The main retail kiosk does have a large amount of storefront allowing pedestrians to see in to the Sales Area, as well as down to the Cashier desk, where two full time employees will be working. c. (continued) As mentioned before, due to the site grades, the main kiosk public entry will be about 2'-6" above the main Sales Area in the kiosk. This lends itself to offer a grand public entry that will allow pedestrians walking by the entrance to view the Sales Area from slightly above a normal view, thus allowing them to see more of the items offered for sale, and to see deeper down in to the kiosk Sales Area. Again, the retail connection to pedestrians along both sidewalks and bus stop is proposed not only to meet the FWCC, but to take advantage of the sales possible by the proximity of the bus stop located near the kiosk. d. The vending machine kiosk has been redesigned with City staff and Safeway merchandising input. Again, Safeway does not want to propose a kiosk that is just to meet the screening requirements; the intent of the vending machine kiosk is to promote additional sales that are not offered at the typical Safeway fueling facility. If you drive by a typical Safeway fueling site, you may notice outdoor ice vending machines, cases of water, firewood bundles, etc. displayed around the site. Below are examples of existing Safeway fueling site merchandising. Safeway Fuel 1646 Polson, MT Safeway Fuel 3265 Chelan, WA The proposed vending machine kiosk will not only allow Safeway to offer more outdoor merchandising than a typical site would allow, but the building will offer a more secure place to display the items. The vending machine kiosk, which will be locked during closed hours, will also help keep the site clean of miscellaneous merchandising units by locating them in one screened location. As mentioned before, the vending machine kiosk is designed with a prominent public entry with a storefront system promote pedestrians to view the items offered for sale. This kiosk is designed to offer a viable space to draw pedestrians in from the public walk and to offer them products. e- As discussed before, the northwest corner has been redesigned with City staff input and is now more than just a wall. The City "entry" examples were visited and photographed. Walgreens @ SW 340th St 4 corners @ Pacific Hwy S City "Entry" Sign off Highway e. (continued from previous page) We've taken elements from City approved projects and have redesigned this corner, and area between the two kiosks, to meet the intent of the City, (mostly drawing from the 4 corners along Pacific Hwy S). Concrete seating set between concrete masonry unit pilasters will provide durable safe seating and the metal awing above will provide protection from sun and rain. The pilasters, awnings, columns and concrete masonry wall are designed using the same architectural vocabulary as the proposed kiosks, fueling canopy and existing Safeway store. The preliminary site plan and massing studies shown to the City were noted to meet the intent of the corner treatment, by the Director on November 26th, 2008. This preliminary design will continue to be developed and refined throughout the SEPA and building permit review process. f. City letter refers to FWCC Section 22-1568(c)(4) for special pavement materials for the pedestrian corridor. This code seems to talk about significant trees and landscape requirements. Perhaps the letter meant to reference Section 22-1634. A proposed pedestrian path, connecting the existing path from the Safeway store, has been added to the site plan. The 6' wide path will match the requirements of 22-1634(d)(2), constructed of either exposed aggregate or stamped and colored concrete. Painted striping on asphalt will NOT be used unless it is used at handicap parking aisles as required by the code. g. Pedestrian connection from retail kiosk to existing Safeway store has been added per above note. A pedestrian connection between the two kiosks is also part of the site design. The connection between the two kiosks takes place in two different ways. While fueling at the dispensers under the canopy, a concrete path is located from the canopy concrete slab to each of the kiosk entries. This allows fueling customers to access both kiosks during their fueling stop. Pedestrian access between the two kiosks can also be achieved for pedestrians from the public side, by using the interior concrete paths or by way of the public walks along each of the right-of-ways. h. The site plan allows for vehicular access to and from the dispensers with the least amount of turns. Cars enter the fueling facility by way of the existing drive aisle located at the Safeway parking lot. Cars enter at either access point and loop through the dispenser locations and exit at the other location. They can also park at one of the stalls located on site to shop at either kiosk without blocking a dispenser. The Traffic Impact Analysis prepared by Heffron Transportation Inc. indicates no adverse on -site queuing that would warrant internal traffic control. i. In addition to the two kiosk buildings and corner treatment, we have revised the perimeter landscaping to work in conjunction with the architectural elements to provide screening of the drive through use under the canopy. Interior landscaping is also provided on the southern portion of the fueling facility, providing additional visual screening from 11th Place S. Type III landscaping as well as additional landscaping at the corner and perimeter areas will supplement the architectural elements, providing a dynamic visual buffer with depth. j. The stacking lanes located under the canopy at the dispenser locations are separated from the parking lot, sidewalks and pedestrian areas. Providing a landscape separation between the canopy stacking lanes and the kiosk pedestrian entrance would be problematic and cause even more pedestrian — vehicular conflict. The site as designed, allows customers to travel from the vehicles directly to the kiosk entries, as is seen at any typical fueling site. If we are forced to provide some sort of landscape separation between the dispensers and the pedestrian areas, then we'll only be adding to the length a customer needs to travel to get from the dispensers to the kiosk entrances. This requirement seems at odds with keeping the pedestrian movement on site to a minimum. k. The main prominent kiosks facades will provide a minimum of 40% glazing along both right-of-ways. The site and kiosk plans show the Cashier area next to the Sales area. The cashier located behind the counter top has visual access to the Sales Area and main public entrance. There is a low wall between the Cashier area, but it won't obscure the cashier's ability to look over the public entrance. Other than the public entrance to the kiosk, the interior uses along S 320th Street are not conducive to allow transparent glazing. The public Restroom and Electrical rooms abut this street and would not require visual access to the public. k. (continued) Spandrel glazing or other opaque glazing could be added along this wall, but we feel this would take away from the main entrance design from the public side. As shown on the landscape plan, this solid kiosk wall which steps back from the main entrance wall plane has enough plantings and trees in front of it to become a blank wall. With the hardscape connecting the kiosk public entrance to the public sidewalk, along with the abundance of storefront, we feel additional spandrel glazing would not enhance the views from S 320"' Street. Landscaping a. A landscape and irrigation plan will be included in the submittal. b. The landscape plan, sheet SL-1.1 has been revised to meet the code requirements. The proposed landscaping is a combination of evergreen and deciduous trees, shrubs, and groundcovers intended to reach a height and density that complies with the city landscape code. c. Cross sections have been included on the landscape plans. In addition to creating a visual barrier the plant materials have been selected to provide seasonal flower, foliage and fruit displays throughout the year. A large percentage of the plants are native and or drought tolerant that once established, will perform well in Western Washington. d. A formal landscape modification request will be issued if it is determined the vending machine kiosk needs to stay where it is currently located. If we can relocate it east a few feet to allow for 5' of landscaping, then we will resubmit revised site plans. e. Per the City letter, 22 sf per stall of interior landscaping is required. 22 x 6 stalls = 132 sf of landscaping. Over 500 sf of landscaping is provided along the single handicap stall and 5 stalls to the east. Elevations The fueling canopy has been designed using the same colors used on the proposed kiosks. The canopy top edge is designed with the same treatment as the kiosk parapet — providing the modulation required. The proposed Safeway signage located on the canopy, kiosk and any site pylon signs are NOT part of our submittal, but they will also compliment each other. Colored elevations and possibly some renderings will be provided during the SEPA review. A color board showing the current Safeway Lifestyle colors will also be prepared. The existing Safeway store has yet to be given the "Lifestyle" exterior upgrade, but is schedule to be updated soon, (not part of this proposal). It will further tie all of the Safeway development together once completed. Garbage and Recycling a. As the fueling facility serves as a satellite department of the Safeway store, it will use the existing stores recycling system. Items will be carried back to the existing store and recycled using the existing system in place. b. A trash enclosure is proposed with the interior clear dimensions of 12'-10" wide and 8'-8" deep. This will be used for trash only, (as mentioned, recyclable items will be brought to the existing store). c. With the 12' wide opening, it will require the roll -out service. d. Trash enclosure elevations and enlarged plans and details will be provided. The material of the trash enclosure will be concrete masonry units, EIFS and pressure treated 1x2's painted to match the kiosk wall colors. The trash enclosure is designed to tie in to the corner seating and awning corner treatment, and provide additional screening of the fueling dispensers. Landscaping surrounding the trash enclosure will also enhance the screening. Nonconformance The estimated value of the proposed Safeway fueling facility is approximately $1,520,000 and the value of the existing Safeway store valued at $10,812,600. The proposed improvements do not exceed 50% of the value of the existing Safeway store; therefore no landscape upgrades are required. These response comments, along with the resubmitted plans and reports should allow the SEPA review process to begin again. Please let us know if you need anything else at this time. Thank you again for your input throughout the design process, and we look forward to continuing this project in to the building permit stage as soon as possible. Sincerely, David Dean Principal Architect cc: File DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES U� -�105 Al —0 33325 81h Avenue South CITY OFA�k RESUBMITTED P9 Box 9718 9718 Federal Way �l Federal Way Fax 98063-2609 253-835-2607;Fax 253-835-2609 DEC 2 2 2008 www.cityoffederalway.com CITY OF FEDERAL WAY BUILDING DEPT. Crime Prevention Through Environmental Design (CPTED) Checklist Directions Please fill out the checklist to indicate which strategies have been used to implement CPTED principles in your proposed project. Please check all strategies that are applicable to your project for each of the numbered guidelines. You may check more than one strategy for each guideline. Your responses will be evaluated by City Staff, and will be integrated into the Site Plan and/or Building Permit review process. Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy R Applicable during Site Plan Review e Applicable during Building Permit Review Section 1.0 Natural Surveillance 1.1 Blind Corners _Conforms Avoid blind corners in pathways and parking lots. —Revise —NA Comments: Pathways should be direct. All barriers along pathways should be permeable (see through) including landscaping, fencing etc. Pathways on site and in right-of-way are direct, with low landscapeing and low wall close by, (under 3' high) Consider the installation of mirrors to allow users to see ahead of them and around corners. e Other strategy used. 1.2 Site and Building Layout _Conforms Allow natural observation from the street to the use, from the ._Revise use to the street, and between uses _NA Comments: Bulletin #022 — August 18, 2004 Page 1 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Orient the main entrance towards the street or both streets on For Non -Single corners. ■ Family Development ❑ Position habitable rooms with windows at the front of the dwelling. ■ Access to dwellings or other uses above commercial/ retail development should not be from the rear of the building. ■ Offset windows, doorways and balconies to allow for natural observation while protecting privacy. ■ Locate main entrances/exits at the front of the site and in view of the street. ■ Retail entrances are located facing both right-of-ways For Commercial/ each in clear view of the existing sidewalk and street. Retail/ Industrial If employee entrances must be separated from the main and Community ❑ entrance, they should maximize opportunities for natural Facilities surveillance from the street. ■ ❑ In industrial developments, administration/offices should be located at the front of the building. ■ Avoid large expanses of parking. Where large expanses of For Surface parking are proposed, provide surveillance such as security Parking and cameras. ■ Parking Only a small amount of parking is required, (6 stalls) - FWCC requires Structures parking is screened from ROW, but is visible on site Access to elevators, stairwells and pedestrian pathways should be clearly visible from an adjacent parking area. r VAvoid hidden recesses. ■ No hidden recesses are designed around the parking. ❑ Locate parking areas in locations that can be observed by adjoining uses. ■ Open spaces shall be clearly designated and situated at For Common/ locations that are easily observed by people. Parks, plazas, Open Space common areas, and playgrounds should be placed in the front Areas of buildings. Shopping centers and other similar uses should face streets. ■ Hardscape at ROW entrances are highly visible and active. Other strategy used: J Evaluation for Agency Use Only Bulletin #022 — August 18, 2004 Page 2 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review 1.3 Common/Open Space Areas and Public On -Site Open _Conforms Space —Revise Provide natural surveillance for common open space areas. TNA On site open space is vehicular in nature, and is active during open and Comments: closed hours of operation, (oav (a. pump open 2417 r Position active uses or habitable rooms with windows adjacent r7f to main common/open space areas, e.g. playgrounds, swimming pools, etc., and public on -site open space. ■ Retail areas for both kiosks are highly visible through storefront system at each right-of-way, (S320th Street & 11th Place S). Design and locate dumpster enclosures in a manner which screens refuse containers but avoids providing opportunities to hide. ■ Dumpster @ corner treatment helps screen canopy drive thru activity from ROW. It also uses material & color that matches kiosks. Locate waiting areas and external entries to elevators/stairwells ❑ close to areas of active uses to make them visible from the building entry. e ❑ Locate seating in areas of active uses. e Other strategy used: 11 1.4 Entrances _Conforms Provide entries that are clearly visible. _Revise _NA Comments: Design entrances to allow users to see into them before entering. ■ Retail entrances facing each ROW is emphasized by a metal awning, (similar to existing Safeway store). Entry at main kiosk accented by modulation of parapet height. Entrances should be clearly identified (Signs must conform to FWCC Section 22-1569(D). Permit Exceptions. (Applicable during Certificrue of Occupancy Inspection . ROW kiosk entrances may use signage, JBD) - if used will meet FWCC. Other strategy used: Kiosk entrances access from the dispensers located under canopy are _ available for onsite pedestrian access - allowing safe & direct access on si e. 1.5 Fencing _Conforms Fence design should maximize natural surveillance from the Revise street to the building and from the building to the street, and —NA minimize opportunities for intruders to hide. Comments: Bulletin #022 — August 18, 2004 Page 3 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review ❑ Front fences should be predominantly open in design, e.g. pickets or wrought iron, or low in height. e Design high solid front fences in a manner that incorporates open elements to allow visibility above the height of five feet. e Design of low wall along each ROW is solid but only Thigh. This will screen canopy drive thru activity from S 320th Street & 11th Place S per the FWCC. If noise insulation is required, install double -glazing at the ❑ front of the building rather than solid fences higher than five feet. e Other strategy used: 1.6 Landscaping Conforms Avoid landscaping which obstructs natural surveillance and —Revise allows intruders to hide. —NA Comments: Trees with dense low growth foliage should be spaced or their crown should be raised to avoid a continuous barrier. ■ See SL-1.1 for specific tree spacing and placement. Use low groundcover, shrubs a minimum of 24 inches in height, or high -canopied trees (clean trimmed to a height of eight feet) around children's play areas, parking areas, and along pedestrian pathways. ■ See SL-1.1 for specific groundcover I shrub spacing and material. Avoid vegetation that conceals the building entrance from the street. ■ See SL-1.1 for landscaping at kiosk entrances. Other strategy used: 11 1.7 Exterior Lighting _Conforms Provide exterior lighting that enhances natural surveillance. _Revise (Refer to FWCC Section 22-1635(g)(1) for specific lighting —NA requirements.) Comments: Prepare a lighting plan in accordance with Illuminating Engineering Society of America (IESA) Standards, which 41 addresses project lighting in a comprehensive manner. Select a lighting approach that is consistent with local conditions and crime problems. IN A photometric site plan will be provided showing how the proposed lighting meets the IESA, both on site and along each ROW. Bulletin #022 — August 18, 2004 Page 4 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy 1 Applicable during Site Plan Review e Applicable during Building Permit Review Locate elevated light fixtures (poles, light standards, etc.) in a coordinated manner that provides the desired coverage. The useful ground coverage of an elevated light fixture is roughly twice its height. ■ Elevated lights will light the site as required by code and Safeway standards. Canopy lights will offer safe levels of Pli ht without allowing light to spill off site, (see photometric plan). or areas intended to be used at night, ensure that lighting supports visibility. Where lighting is placed at a lower height to support visibility for pedestrians, ensure that it is vandal - resistant. a Lighting at corner seating feature will be vandal resistant. Ensure inset or modulated spaces on a building facade, access/egress routes, and signage is well lit. e In areas used by pedestrians, ensure that lighting shines on pedestrian pathways and possible entrapment spaces. e Areas used by pedestrians will be well lit by proposed and existing light sources. Place lighting to take into account vegetation, in its current and mature form, as well as any other element that may have the potential for blocking light. e Landscaping will be located and maintained to eliminate the blockage of Ilaht. Avoid lighting of areas not intended for nighttime use to avoid giving a false impression of use or safety. If danger spots are usually vacant at night, avoid lighting them and close them off to pedestrians. e Select and light "safe routes" so that these become the focus of legitimate pedestrian activity after dark. ■ On and off site routes will accent the legitimate pedestrain activity after dark and during closed hours of operation. ❑ Avoid climbing opportunities by locating light standards and electrical equipment away from walls or low buildings. e Use photoelectric rather than time switches for exterior lighting. e Photoelectric switches will be used for exterior lighting. In projects that will be used primarily by older people 13 (retirement homes, congregate care facilities, senior and/ or community centers, etc.) provide higher levels of brightness in public/common areas. e Other strategy n 1.8 Mix of Uses In mixed use buildings increase opportunities for natural surveillance, while protecting privacy. —Conforms Revise _NA Comments: Bulletin #022 — August 18, 2004 Page 5 of 9 k:\flandouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy 1 Applicable during Site Plan Review e Applicable during Building Permit Review Where allowed by city code, locate shops and businesses on lower floors and residences on upper floors. In this way, ❑ residents can observe the businesses after hours while the residences can be observed by the businesses during business hours. ■ ❑ Include food kiosks, restaurants, etc. within parks and parking structures. ■ Other strategy: used 13 1.9 Security Bars, Shutters, and Doors When used and permitted by building and fire codes, security bars, shutters, and doors should allow observation of the street and be consistent with the architectural style of the building. Security bars and security doors should be visually permeable (see -through). e A security roll down door will lock the vending machine kiosk during dark and closed hours. Other strategy used: Evaluation for Agency Use Only —Conforms Revise TNA Comments: Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Section 2.0 Access Control 2.1 Building Identification —Conforms Ensure buildings are clearly identified by street number to _Revise prevent unintended access and to assist persons trying to find !NA the building. Identification signs must conform to FWCC, Comments: Section 22-1569(D). Permit Exceptions. Street numbers should be plainly visible and legible from the street or road fronting the property. e Street numbers, (along with Safeway signage TBD under separate submittal), will clearly identify the address and use of this site. Bulletin #022 — August 18, 2004 Page 6 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review In residential uses, each individual unit should be clearly numbered. In multiple building complexes, each building entry ❑ should clearly state the unit numbers accessed from than entry. In addition, unit numbers should be provided on each level or floor. e ❑ Street numbers should be made of durable materials, preferably reflective or luminous, and unobstructed (e.g. by foliage). e For larger projects, provide location maps (fixed plaque ❑ format) and directional signage at public entry points and along internal public routes of travel. e ❑■ Other strategy used: Entrances _Conforms Avoid confusion in locating building entrances. —Revise _NA Comments: Entrances should be easily recognizable through design ❑ features and directional signage. (Signs must conform to FWCC Section 22-1569(D). Permit Exceptions. ■ Minimize the number of entry points. ■ Kiosk public entries designed to be easily recognizable as stated above. Other strategy used: El 2.3 Landscaping _Conforms Use vegetation as barriers to deter unauthorized access. _Revise _NA Comments: ❑ Consider using thorny plants as an effective barrier. e Other strategy used: El 2.4 Landscaping Location —Conforms Avoid placement of vegetation that would enable access to a —Revise building or to neighboring buildings. —NA Comments: Bulletin #022 — August 18, 2004 Page 7 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Avoid placement of large trees, garages, utility structures, ❑ fences, and gutters next to second story windows or balconies that could provide a means of access. N Other strategy used: 2.5 Security _Conforms Reduce opportunities for unauthorized access Revise _NA Comments: Consider the use of security hardware and/or human measures to reduce opportunities for unauthorized access. (Applicable during Certificate of Occuj2ancy Inspection . CCTV @ kiosk and canopy / Tide] "tact" time delay safe in kiosk Other strategy used: filIn addition to the 2 full time fuel kjosk jjaff. store staff routinly are out in the existing store parking lot. Visual inspection of the fueling site can be maintained. 2.6 Signage —Conforms Insure that signage is clearly visible, easy to read and simple to —Revise understand [Signs must conform to FWCC Section 22-1569(D). _NA Permit Exceptions]. Comments: Use strong colors, standard symbols, and simple graphics for informational signs. eSafeway signage & logo under separate submittal, Upon entering the parking area, provide both pedestrians and For Surface ❑ drivers with a clear understanding of the direction to stairs, Parking and elevators, and exits. e Parking Structures In multi -level parking areas, use creative signage to distinguish El between floors to enable users to easily locate their cars. e ❑ Advise users of security measures that are in place and where to find them, i.e. security phone or intercom system. e ❑ Provide signage in the parking area advising users to lock their cars. e Bulletin #022 — August 18, 2004 Page 8 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review ❑ Where exits are closed after hours, ensure this information is indicated at the parking area entrance. e Other strategy U Section 3.0 Ownership 3.1 Maintenance Create a "cared for" image Ensure that landscaping is well maintained, as per FWCC Section 22-1569, in order to give an impression of ownership, care, and security. (Ongoing). Safeway will provide for a well maintained landscaped site. Where possible, design multi -unit residential uses such that no ❑ more than six to eight units share a common building entrance. ■ Other strategy used: Evaluation for Agency Use Only —Conforms Revise TNA Comments: 3.2 Materials —Conforms Use materials, which reduce the opportunity for vandalism. —Revise _NA Comments: Consider using strong, wear resistant laminate, impervious glazed ceramics, treated masonry products, stainless steel materials, anti -graffiti paints, and clear over sprays to reduce opportunities for vandalism. Avoid flat or porous finishes in areas where graffiti is likely to be a problem. e Typical Safeway materials are treated split -face CMU, EIFS, and ACM, (aluminum composite material). ❑ Where large walls are unavoidable, refer to FWCC Section 22- 1564(u) regarding the use of vegetative screens. e Common area and/or street furniture shall be made of long wearing vandal resistant materials and secured by sturdy anchor points, or removed after hours. e Seating at public intersection to be concrete. Other strategy used: C Bulletin #022 — August 18, 2004 Page 9 of 9 k:\Handouts\CPTED Checklist CITY OF 44"ANk%%ftw&**v Federal Way DI PART VIENT OF COMMUNITY DEVELOPMINT SEItV1C;£S 33325 8th Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-2607;Fax 253-835-2609 w W w.ciivo'Ffcderal►yay_Corn HAZARDOUS MATERIALS INVENTORY STATEMENT CRITICAL AQUIFER RECHARGE AND WELLHEAD PROTECTION AREAS I. WHY SHOULD THIS INVENTORY STATEMENT BE FILLED OUT? Critical Aquifer Recharge (CARAs) and Wellhead Protection Areas (WHPAs) are considered "critical areas" pursuant to Federal Way City Code (FWCC), Chapter 18, "Environmental Protection-" This inventory statement must be filled out by the applicant or agent for any proposed activity listed in Section H of this handout, and which are located within Wellhead Capture Zones 1, 5, and 10 as.shown on the Critical Aquifer Recharge and Wellhead Protection Areas Maps. Please refer to the handout on Critical Aquifer Recharge and Wellhead Protection Areas for a description of the review process. H. ACTIVITIES GOVERNED BY CARA AND WHPA REGULATIONS The inventory statement must be filled out for the following activities: • Construction of any residential structure, including single-family development • Construction of any barn or other agricultural structure • Construction of any office, school, commercial, recreational, service, or stbfage building • Construction of a parking lot of any size • Other minor new construction (see WAC I97-11-800[2]) e Additions or modifications to or replacement of any building'or facility (does not include tenant improvements) • Demolition of any structure Any landfill or excavation OF Installation of underground tanks Any division of land, including short plats • Change of use, which involves repair, remodeling, and maintenance activities': • FEB U Dredging �� • Reconstruction/maintenance of groins and similar shoreline protection structures C17Y OF • Repair/rebuildint of g of major damsty cab1cs , dikes, nd reservemust be buried rs cr the surface of the bediands SUILDF����CP 11}/A�, J • Installation or construction of any utility, except for on -going operation and maintenance activities of public wells by public water providers • Personal wireless service facilities F_S �Fg 200� 1. � 1 AY STY OT. �� ❑! D Project Name Safeway lauejStation #1555Applicant R ben Blair, Safeway „ Project Location 1207 South 320th Tracking No. 07-104500-00-UP. III. TYPES AND QUANTITIES OF HAZARDOUS MATERIALS Please provide the approximate quantity of the types of hazardous materials or deleterious substances that will be stored, handled, treated, used, produced, recycled, or disposed of in connection with the proposed activity. If no hazardous materials will be involved, please proceed to Section N. MATERIAL LIQUID(gallons) SOLID(pounds) (1) Acid or basic solutions or solids (2) Antifreeze or coolants (3) Bleaches, peroxides, detergents, surfactants, disinfectants, bactericides, algaecides (4) Brake, transmission, hydraulic fluids (5) Brine solutions (6) Corrosion or rust prevention solutions (7) Cutting fluids (8) Deicing materials (9) Dry cleaning or cleaning solvents (10) Electroplating or metal finishing solutions (11) Engraving or etching solutions (12) Explosives (13) Fertilizers (14) Food or animal processing wastes (15) Formaldehyde (16) Fuels, additives, oils, greases 40,000 gallons (17) Glues, adhesives, or resins (18) Inks, printing, or photocopying chemicals (19) Laboratory chemicals, reagents or standards (20) Medical, hospital, pharmaceutical, dental, or veteripM fluids or wastes (21) Metals (hazardous e:g. arsenic, copper, chromium, lead, meran, silver, etc. (22) Paints, pigments, dyes, stains, varnish, sealers. (23) Pesticides, herbicides or poisons (24) Plastic resins, plasticizers, or catalysts (25) Photo development chemicals (26) Radioactive sources (27) Refrigerants, cooling water (contact) (28) Sludges, still bottoms (29) Solvents, thinners, paint removers or strippers (30) Tanning (leather) chemicals (31) Transfonner, capacitor oils/fluids, PCB's (32) Waste oil (33) Wood preservatives (34) List OTHER hazardous materials or deleterious subs es on a separate sheet. Bulletin #056 —November 24, 2004 Page 2 of 3 k:lliandoutslHar_ardous Materials Inventory Statement Project Name __.Safeway Fuel Station #1555 Applicant Robert Blair, Safeway Project Location 1207 South 320th Tracking No. 07-104500-00-UP IV. FURTHER INFORMATION Provide the approximate quantity of fill and. source of fill to be imported to the site, Approximate Quantity of bn orted Fill Source of Fill 700 cubic yards of pea gravel Corliss Sand and Gravel Check box #1 if you do not plan to store, handle, treat, use, produce, recycle, or dispose of any of the types and quantities of hazardous material or deleterious substance listed in Section III. Check box(s) #2 through #5 (and fill in appropriate blanks) of the below table if they apply to your facility or activity. #1 [ ] The proposed development will not store, handle, treat, use, produce, recycle, or dispose of any of the types and quantities of hazardous materials or deleterious substances listed above. #2 [ ] Above ground storage tanks, having a capacity of gallons will be installed. #3 [ j Construction vehicles will be refueled on site. Storage within wholesale and retail facilities of hazardous materials, or other deleterious #4 [ ] substances, will be for sale in original containers with a capacity of _ gallons liquid or mounds solid. The presence of chemical substances on this parcel is/will be for "temporary" non -routine #5 [ ] maintenance or repair of the facility (such as paints and paint thinners) and are in individual containers with a capacity of _ gallons liquid or mounds solid. Check any of the following items that currently exist or are proposed in connection with the development of the site. #1 [ ] Stormwatcr infiltration system (e.g., french dram, dry well, stormwater swale, etc.) #2 [ ] Hydraulic lifts or elevator, chemical systems, or other machinery that uses hazardous materials #3 [ ] Cathodic protection wells #4 [ ] Water wells, monitoring wells, resource protection wells, piezometers #5 [ X ] beak detection devices, training for employees for use of hazardous materials, self-contained machinery, etc. SIGNATURE Signature N. Blair Print Name ua; 1 :Date Ifyou have any questions about filling out this application form, please call the Department Development Services at 253-835-2607. Please be advised that an application for a develop? lacking the required information will not be accepted FEB9 ■ -3� s .. F' DERAL WA L)Ep7. Bulletin #056 — November 24, 2004 Page 3 of 3 k:ll•landourslHvardous Materials invento $tat - +l � ct�o�� Ri 4ik CITY OF Federal Way FILE DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES FINAL STAFF EVALUATION FOR ENVIRONMENTAL CHECKLIST Safeway Fueling Facility and Retail Kiosk File No. 07-104501-00-SE; Related files #07-104500-00-UP and 07-102876-00-CN NOTE: The purpose of this evaluation is to provide technical staff evaluation,of the proposed action; supplement information contained in the environmental checklist and expanded studies; provide technical information unavailable to the applicant; correct inaccurate information; and recommend measures to the responsible official to mitigate identified environmental impacts. Technical reports and attachments referenced herein and in the environmental checklist may not be attached to all copies of this evaluation. Copies of reports, attachments, or other documents may be reviewed and/or obtained by contacting the City of Federal Way Department of Community Development Services, 33325 8`h Avenue South, PO Box 9718, Federal Way, WA, 98063-9718. Phone: 253-835-2600. Pursuant to WAC 197-11-340(2), the city is required to send the environmental threshold determination that results from this environmental review, along with the checklist, to the Department of Ecology and other agencies with jurisdiction. The city will not act on the proposal for 14 days after issuance of the environmental threshold determination. SUMMARY OF PROPOSED ACTION Proposed elimination of 65 parking stalls in the northwest corner of the Safeway site and construction of a six pump fueling facility covered by a 4,064 square -foot canopy with two 20,000 gallon underground storage tanks, a 1,010 square -foot retail kiosk building and a 400 square -foot vending building, 6 new parking stalls, and site improvements on a 29,500 square -foot portion of the 7.32-acre property. Utility pipes in excess of eight inches in diameter may be required. GENERAL INFORMATION Project Name: Safeway Fueling Facility and Retail Kiosk Owner: 1560 Investors, LLC The Bellevue, 6 h floor 200 Broad Street Philadelphia, PA 19102 Applicant: Safeway Inc. Bob Blair 1121 120 Avenue NE PO Box 85001 Bellevue, WA 98015-8501 425-201-6401 Location: 1207 South 3206' Street, Federal Way, WA, Lot #2, Plat of Century Parcel No 150050-0020 Site Area: Plat of Century Lot #2 is 7.32 acres in size Zoning: City Center Frame (CC-F) Comprehensive Plan Designation: City Center Frame (CC-F) TECHNICAL REPORTS The following technical information was submitted as part of the application: • Project plans, site plans, elevations, floor plans, demolotion plan, and details prepared by Inform Inc. dated May 31, 2007, revised date December 18, 2008; • Storm as built dated March 24, 1999, prepared by Bush Roed and Hitchings; • Schematic Civil Plan prepared by Sound Consultants LLC, undated; • Landscape plan prepared by Jay Allen Magruder dated December 8, 2008; • SEPA checklist revised date December 19, 2008; ■ Trip generation and site distance analysis prepared by Heffron Transportation, Inc. dated April 23, 2007; • Baseline Environmental Assessment report prepared by Environmental Partnership, Inc. dated April 28, 2006; • Geotechnical Engineering Study prepared by Earth Solutions Inc. dated April 28, 2006; • Water quality retrofit assessment from Sound Consultants, LLC, dated August 13, 2007; and • Hazardous Material Inventory'Statement, Critical Aquifer Recharge and Wellhead Protection Areas checklist dated February 19, 2009 BACKGROUND The Safeway fueling station project had two separate preapplication conference meetings beginning in 2000. The land use and environmental applications were submitted on August 13, 2007, and deemed complete on September 7, 2007. The Notice of Land Use Application was issued for the project on September 12, 2007. Project review ceased during the time that the applicant spent redesigning the western portion of the site to conform to Federal Way City Code (FWCC) standards for the zoning district. Revised plans were submitted in December 2008. ANALYSIS OF ENVIRONMENTAL CHECKLIST Following are staff responses to the elements of the environmental checklist (enclosed) indicating whether city staff concurs with the applicant's response to the checklist item, or staff clarification or amendment to the response. A. BACKGROUND 1. Concur with the checklist. 2-3. The applicant and contact person for this project has changed to Bob Blair, with Safeway Real Estate Division. 4-5. Concur with the checklist. Final Staff Evaluation for Environmental Checklist Page 2 Safeway Fueling Facility and Retail Kiosk File No. 07-104501-00-SE/na I n 48629 6. A two -week comment period will begin upon issuance of the environmental determination. This will be followed by a two -week appeal period. Land use approval must be granted before building permits can be issued. To date, no building permit applications for the proposed gas station or retail kiosks have been submitted. 7. Concur with the checklist. 8. See the above list of specialized studies submitted with the application. 9. The City of Federal Way has a roadway widening proposal for South 320I' Street that will install HOV lanes and roadway improvements north side of the subject property. The retail building and site improvements will be located outside any area associated with the future City roadway project. 10. In addition to the stated government approvals and permits, the applicant will be required to obtain new water and sewer connections from Lakehaven Utility District. 11-12. Concur with the checklist. B. ENVIRONMENTAL ELEMENTS 1. Earth a.-b. Concur with the checklist. The overall site is fully developed and the area proposed to house the fueling station is paved and landscaped. The 1973 King County Soil Conservation Survey lists the soils as Amb, Arents, Alderwood with slopes from zero to six percent.' The Baseline Environmental Assessment (BEA) Study prepared by Environmental Partners, Inc. dated April 25, 2006, concluded that ground water was consistently encountered between 9 and 12 feet below grade. The BEA study also found that toluene was detected in ground water in an isolated area associated with the proposed fueling station. However, the concentration was found to be below the MTCA Method A Ground Water Cleanup level and dewatering will be required during construction of the fueling facility. d. King County and Federal Way Sensitive Areas maps do not reveal the site to be in a problem area relative to landslides, seismic hazards, erosion, wetlands, or 100-year floodplain. e. Concur with the checklist. According to the Geotechnical Engineering Study prepared by Earth Solutions NW, LLC, dated April 28, 2006, the underground fuel storage tanks will likely require cuts of up to 15 to 18 feet below existing grades. The geotechnical report notes that native soils can be considered for use as structural fill provided the soil is at or near the optimum level at the time of placement, and that soils are appropriately stockpiled and protected. In accordance with code, recommendations of the applicant's geotechnical report will be applied to the project during engineering and building review. Any imported fill material will be regulated by city code. t According to the Geotechnical Engineering Study prepared by Earth Solutions NW, LLC, the Arents, Alderwood material consists of Alderwood soils that have been disturbed due to urbanization and no longer classified as part of the Alderwood series. Final Staff Evaluation for Environmental Checklist Page 3 Safeway Fueling Facility and Retail Kiosk File No. 07-104501-00-SE/na.I n 48629 f-g. Concur with the checklist. h. A Temporary Erosion and Sedimentation Control (TESC) Plan is required to be approved and implemented in accordance with the city's engineering standards in conjunction with grade and fill activities. Recommendations from the Environmental Partners Inc. (EPI) BEA report stated that as it is possible that soils that are below the applicable MTCA Method A Soil Cleanup levels may be encountered during construction, if encountered, the contractor should contact the applicant or EPI to assess observed conditions and address the contamination in accordance with the Washington State Department of Ecology regulations. In addition, catch basins are not recommended if an infiltration system is .used 2 Recommendations contained in the Geotechnical Engineering Study and BEA reports for earthwork, tank installation, building foundations, etc., will be applied to project approvals through the City and Lakehaven Utility District. No further mitigation is required. Air a. Concur with the checklist. In addition, short term impacts to air quality during earthwork and site construction will contribute to carbon monoxide levels through the operation of construction machinery, delivery equipment and materials, and worker access to the site by automobile. These activities also involve emissions of hydrocarbons and oxides of nitrogen, potentially elevating the level of photochemical oxidants, such as ozone, in the ambient air. Longer term impacts, due to vehicle emissions from customers, will vary in level according to the amount of traffic generated in the future by the proposal. b. The site is located on South 320'h Street, which is a major east -west corridor through the City. This street as well as adjacent streets and parking lots will produce the major sources of off -site emissions. C. Concur with the checklist. Compliance with local, state, and federal air quality standards provides sufficient mitigation of these potential impacts. In addition, perimeter and interior landscaping as required by code will provide some filtering of suspended particulates. Water a. Surface 1-6) Concur with the checklist. b. Ground 1-2) Concur with the checklist. The project site is located within the five-year Wellhead Protection Zone of the Redondo Milton Channel Aquifer for Lakehaven Utility District for well #18. The site would be considered a "high potential risk" site due to the volume of stored fuel and its intended use (fueling station). The applicant completed a Hazardous Material Inventory Statement for the Critical Aquifer Recharge and Wellhead Protection Area and noted that there will be leak detection devices and training for employees for use of hazardous materials and self contained machinery proposed with 2 Per the Technical Information Report (TIR), infiltration is not proposed. Final Staff Evaluation for Environmental Checklist Page 4 Safeway Fueling Facility and Retail Kiosk File No. 07-104501-00-SE/no. I n 49629 site development. Lakehaven Utility District will require compliance with their fueling island sewer design/operations standards as well as compliance with any applicable WSDOE regulations. Review by Lakehaven Utility District will ensure that the applicant takes extra precautions to ensure that there are no impacts to the wellheads. This will be reviewed in conjunction with construction permits. C. Water Runoff 1) According to the Technical Information Report (TIR), storm drainage runoff from the proposed fueling station is proposed to tie into the existing storm drainage system which consists of an underground wet/detention vault. Storm drainage leaves the site in two locations and is ultimately conveyed in piped systems to West Campus Detention Lake #2. The TIR notes that there will be no additional runoff from the proposed development so the site is exempt from flow control requirements per the King County Surface Water Design Manual (KCSWDM). However, under FWCC section 22-337, redevelopment of the parking lot to the fueling station requires that the full Safeway site be brought into conformance with water quality requirements. To address this, the applicant proposes to upgrade the water quality system for the 9.95-acre site in order to meet Resource Stream Protection standards of the KCSWDM. The applicant's Technical Information Report was reviewed by the Public Works Department, and the stormwater facility design was accepted as proposed. Storm drainage facilities are required to be designed in accordance with all applicable Resource Stream Protection Requirements outlined in the 1998 KCSWDM and the city's addendum to the manual. 2) As with all paved, developed areas, the site will contribute some pollutants to ground and surface waters, as these will be washed off by storm drainage across the site. Pollutants that accumulate on paved surfaces may include heavy metals, petrochemicals, and other substances. Stormwater runoff from the fuel station pad and immediate area will be collected and conveyed to an oil/water separator, which then discharges to the sanitary sewer system. All other redeveloped areas will be collected and conveyed to the on -site stormwater system, where it will be treated with a water quality treatment system before discharging to the public drainage system. d. Concur with the checklist. The project will maintain stormwater control and upgrade treatment measures as required by the 1998 KCSWDM, and the city's addendum to the manual. All impacts associated with stormwater runoff and water quality are effectively addressed and no further mitigation is required. 4. Plants a-d. Concur with the checklist. In addition, landscaping will be used to screen vehicle stacking lanes from the adjacent right-of-way. An approved landscape plan in accordance with FWCC Article XVII is required for the project. 5. Animals a-d. Concur with the checklist. The site is located within the Pacific Flyway. Based on the environmental checklist, site visits by city staff, and the city's Priority Habitat Final Staff Evaluation for Environmental Checklist Page 5 Safeway Fueling Facility and Retail Kiosk File No. 07-104501-00-SE/Doe i n 49629 and Species map, no threatened or endangered species are known to inhabit the site or the immediate vicinity of the project. 6. Energy and Natural Resources a-d. Concur with the checklist. 7. Environmental Health a. 1-2 Concur with the checklist. Measures to mitigate potential environmental health hazards are detailed by the applicant. In addition, a staff person will be in attendance at the retail kiosk building during regular retail hours. b. 1-3 Concur with the checklist. Construction -related noise control measures include required conformance with local noise ordinances regulating hours of construction. Some increase in noise levels from project -generated traffic is expected on a long- term basis. Proposed landscaping along site perimeters will help to buffer these noise levels. Tana' and Shoreiirce use a. The subject site consists of Lot #2 of the plat of Century, which contains an 86,225 square -foot building housing the Safeway grocery store and the former Longs drugstore.' Commercial uses are to the south, east, and west of the site. North of the site, across South 3200' Street, is the Federal Way School District Maintenance, Operations, Transportation, Purchasing, and Warehouse facilities. b. The agriculture use associated with the former residence located on the vicinity of the fueling facility would have been removed when the K-Mart (former occupant of the Safeway building) was constructed in the late 1970's. C. As noted above, there are retail buildings along the southern portion of this property. d-e. Concur with the checklist. f. The comprehensive plan designation is City Center Frame. g. Concur with the checklist. h. The project site is located within the five-year Wellhead Protection Zone of the Redondo Milton Channel Aquifer for Lakehaven Utility District for well #18. The site would be considered a "high potential risk" site due to the volume of stored fuel and its intended use (fueling station). The applicant completed a Hazardous Material Inventory Statement for the Critical Aquifer Recharge and Wellhead Protection Area. Lakehaven Utility District will require compliance with their fueling island sewer design/operations standards as well as compliance with any applicable WSDOE regulations. Review by Lakehaven Utility District will ensure that the applicant takes extra precautions to ensure that there are no impacts to the wellheads. This will be reviewed in conjunction with construction permits. i-1. Concur with the checklist. 3 Lot #3 of the plat of Century contains the 27,704 square -foot Big Lots store. Final Staff Evaluation for Environmental Checklist Page 6 Safeway Fueling Facility and Retail Kiosk File No. 07-104501-00-SE/na I D. 48629 9. Housing a-c. Concur with the checklist. 10. Aesthetics a. Concur with the checklist. The small vending building is proposed to be approximately 13 feet tall. b. Concur with the checklist. C. Concur with the checklist. As part of site plan review, building and site design is subject to FWCC Article M, "Community Design Guidelines." Building and site design is required to screen vehicles at the fueling station from the right-of-way and pedestrian areas; incorporate architectural, pedestrian, and landscape elements to minimize bulk and scale, to achieve an attractive, quality development; and to be architecturally consistent with the primary structures. 11. Light and Glare a-d. Concur with the checklist. The bulk of the lighting impacts are created by the lights located in the 20-foot-tall fueling canopy. FWCC Sections 22-950 and 22 954 prohibit lighting levels from spilling over onto adjacent properties or the public rights -of -way. The applicant will be required to demonstrate that the canopy lighting does not adversely impact adjacent properties or the public rights -of -way during the building permit process. 12. Recreation a. Celebration Park and the BPA Trail are two blocks south of the subject site. The Federal Way Community Center is approximately one-half mile from the site. b-c. Concur with the checklist. 13. Historic and Cultural Preservation a-c. Concur with the checklist. 14. Transportation a-b. Concur with the checklist. c Concur with the checklist. Under FWCC, parking for the 113,929 square feet of retail building use associated with the subject site requires 380 parking stalls or one parking stall for each 300 square feet of gross floor area. The applicant notes that there are currently 479 parking stalls available. When the 65 parking stalls are removed for the fueling station, the required amount of parking stalls for the retail uses will be maintained. d. Based on available King County records and the submitted materials, the City's traffic department found that the proposed improvements did not exceed the 25 percent threshold for criteria for requiring street frontage improvements or right-of- way, dedication as identified in FWCC Section 22-1473. Subsequent applications for a Binding Site Plan or Boundary Line Adjustment associated with this parcel may result in street frontage improvements and/or pro-rata share contribution required. Final Staff Evaluation for Environmental Checklist Page 7 Safeway Fueling Facility and Retail Kiosk File No. 07-104501-00-SE/o. i n 48629 e-f. Concur with the checklist. g. The applicant submitted a Concurrency application, which has been reviewed by Public Works Traffic staff. The Concurrency analysis will provide mitigation measures to be incorporated into conditions of Process III Project Approval, will address any failures of the City's Level of Service (LOS) standard, and will provide for the collection of pro-rata share mitigation towards the City's Transportation Improvement Plan (TIP) projects impacted by the proposed development. 15. Public Services a-b. Concur with the checklist. Normal emergency services from the local fire department, police department, and ambulance service are anticipated. Comments from the police and fire departments do not indicate any special emergency services will be required. As noted in checklist section #7, the fueling facility will be equipped with life -safety protection systems. 16. Utilities a_lk. Con—'r rith the checkllist, A_ny ninnff from the fiieling facility will be directed to the sanitary sewer connections. Certificates of water and sewer availability have been provided by the applicant, subject to a Developer Extension Agreement with Lakehaven Utility District. The applicant has noted that there is the potential to extend water and sewer lines that may range from eight inches to twelve inches in size with project development. In addition, the project site is located within the five- year Wellhead Protection Zone of the Redondo Milton Channel Aquifer for Lakehaven Utility District for well #18. The site will be considered a "high potential risk" site due to the volume of stored fuel and its intended use as a fueling station. The applicant completed a Hazardous Material Inventory Statement for the Critical Aquifer Recharge and Wellhead Protection Area and noted that there will be leak detection devices, training for employees for use of hazardous materials, and self- contained machinery proposed with site development. Lakehaven Utility District will require compliance with their fueling island sewer design/operations standards as well as compliance with any applicable WSDOE regulations. Review by Lakehaven Utility District will ensure that the applicant takes extra precautions to ensure that there are no impacts to the wellheads. This will be reviewed in conjunction with construction permits. CONCLUSION Based on staff analysis of the application, the completed SEPA checklist, related reports, and the above policies, the proposal can be found to not have a probable significant adverse impact on the environment, pursuant to a Determination of Nonsignificance (DNS). This DNS is based upon impacts identified within the environmental checklist, attachments, exhibits, and supplemental reports as listed, and the above "Final Staff Evaluation for Environmental Checklist, File No. 07-104501-00-SE," and is supported by plans, policies, and regulations formally adopted by the city for the exercise of substantive authority under SEPA to approve, condition, or deny proposed actions. The city reserves the right to review any future revisions or alterations to the site or the proposal in order to determine the environmental significance or nonsignificance of the project at that point in time. Final Staff Evaluation for Environmental Checklist Page 8 Safeway Fueling Facility and Retail Kiosk File No. 07-104501-00-SE/no. I n 48629 ATTACHMENTS Exhibit A - Reduced Scale Site Plan Exhibit B - Vicinity Map Exhibit C - SEPA Checklist (revised April 14, 2008) Prepared by: Deb Barker, Senior Planner, 253-835-2642 Date: March 3, 2009 Final Staff Evaluation for Environmcmal Checklist Safeway Fueling Facility and Retail Kiosk Page 9 File No. 07-104501-00-SE/noe. I D. 49629 FILE CITY OF L Federal Way CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com Safeway Inc. March 6, 2009 Bob Blair 1121 124`h Avenue NE PO Box 85001 Bellevue, WA 98015-8501 RE: File #07-104501-00-SE; DNS for Safeway Fueling Facility and Retail Kiosk, 1207 South 320`h Street Dear Mr. Blair: This office and other City staff have reviewed the environmental checklist you submitted. We have determined that the proposal will not have a probable significant adverse impact on the environment. As a result, an Environmental Impact Statement (EIS) is not required to comply with the State Environmental Policy Act (SEPA). A 14-day comment period is required by the SEPA rules (WAC,197-11-340). A notice inviting comments will be published in the Federal Way Mirror on March 7, 2009. At the end of the comment period, the department will determine if the DNS should be withdrawn, modified, or issued as proposed. All final determinations may be appealed within 14 days following the comment deadline. No licenses, permits, or approvals will be issued until completion of the appeal period. Our decision not to require an EIS does not mean that the license, permit, or approval you are seeking from the City has been granted. Approval or denial of the proposal will be made by the appropriate administrative or legislative body vested with that authority. The environmental record is considered by the decision maker(s) and conditions will be imposed to reduce identified environmental impacts, as long as the conditions are based on adopted and designated City policy. After a final decision has been made on your proposal (i.e., after a permit has been issued or City Council action taken, as applicable), you may, but are not required to, publish a Notice of Action as set forth in RCW 43.21 C.075. The Notice of Action sets forth a time period after which no legal challenges regarding the proposal's compliance with SEPA can be made. A copy of the Notice of Action form and copies of RCW 43.21C.080 and WAC 197-11- 680 providing instructions for giving this notice are available from the Department of Community Development Services. The City is not responsible for publishing the Notice of Action. However, the City is responsible for giving a notice (to parties of record) stating the date for commencing a judicial appeal (including the SEPA portion of that appeal) if your proposal is one for which the City's action on it has a specified time period within which any court appeals must be made. If you need further assistance, feel free to call Deb Barker, Senior Planner, at 253-835-2642. Sincerely, -/ T" Greg Fewins, Director Department of Community Development Services c: Deb Barker, Senior Planner Kevin Peterson, Public Works Engineering Plans Reviewer Sarady Long, Senior Traffic Engineer Brian Asbury, Lakehaven Utility District enc: DNS Staff Report Doc. I.D. 48630 =k CITY OF Federal Way State Environmental Policy Act Environmental Determination of Nonsignificance SAFEWAY FUELING FACILITY AND RETAIL KIOSK Federal Way File No: 07-104501-00-SE Description.of Proposal: Proposed elimination of 65 parking stalls in the northwest corner of the Safeway site and construction of a six pump fueling facility covered by a 4,064 square -foot canopy with two 20,000 gallon underground storage tanks, a 1,010 square -foot retail kiosk building and a 400 square -foot vending building, six new parking stalls, and site improvements on a 29,500 square -foot portion of the 7.32-acre property. Utility pipes in excess of eight inches in diameter may be required. Proponent: Safeway Inc., Attn: Bob Blair, PO Box 85001, Bellevue, WA 98015-8501 Location: 1207 South 320`b Street, Federal Way, WA, tax parcel #150050-0020 Lead Agency: City of Federal Way City Contact: Deb Barker, Senior Planner, 253-835-2642 The lead agency for this proposal has determined that it does not have probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.2 1 C.030(2)(c). This decision was made after review of a completed environmental checklist, the Federal Way Comprehensive Plan, final staff evaluation for this action, and other municipal policies, plans, rules,, and regulations designated as a basis for exercise of substantive authority under the Washington State Environmental Policy Act Rules pursuant to RCW 43.31C.060. Further information regarding this action is available to the public upon request at the Federal Way Department of Community Development Services (Federal Way City Hall, 33325 8 h Avenue South, PO Box 9718, Federal Way, WA 98063-9718). This DNS is issued under WAC 197-11-340(2). The lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by 5:00 p.m. on March 23, 2009. Unless modified by the City, this determination will become final following the comment deadline. Any person aggrieved by the City's determination may file an appeal with the City within 14 days of the above comment deadline. You may appeal this determination to Greg Fewins, Director of Community Development Services, at the City of Federal Way (address above), by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. Responsible Official: Greg Fewins Position/Title: Director of Community Development Services Mailing Address: 33325 8'h Avenue South, PO Box 9718, Federal Way, WA 98063-9718 Date Issued: March 7, 2009 Signature: Doc I.D. 49628 Safeway Fueling Facility/Retail Store Kiosk 1207 South 32Oth Street Ak CITY OF Federal Way Note: This map is intended for use as a graphical representation only. The City of Federal Way makes no warranty as to its accuracy. File # 07-104500 / 07-104501-SE Vicinity Map 200 0 200 400 600 800 Feet ffilr-lbwrii— CITY OF Federal Way NOTICE ENVIRONMENTAL DETERMINATION OF NONSIGNIFICANCE Safeway Fueling Facility and Retail Kiosk Federal Way File No: 07-104501-00-SE FILE Description: Proposed elimination of 65 parking stalls in the northwest corner of the Safeway site and construction of a six -pump fueling facility covered by a 4,064 square -foot canopy with two 20,000 gallon underground storage tanks, a 1,010 square -foot retail kiosk building and a 400 square -foot vending building, six new parking stalls, and site improvements on a 29,500 square -foot portion of the 7.32-acre property. Utility pipes in excess of eight -inches in diameter may be required. Location: 1207 South 320`" Street, Federal Way, WA Applicant: Safeway Inc., Attn: Bob Blair, PO Box 85001, Bellevue, WA 98015-8501 Lead Agency: City of Federal Way Staff Contact: Deb Barker, Senior Planner, 253-835-2642 The City of Federal Way has determined that the following project does not have a probable significant adverse impact on the environment, and an Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the City. Further information regarding this action is available to the public upon request at the Federal Way Department of Community Development Services (Federal Way City Hall, 33325 8`h Avenue South, PO Box 9718, Federal Way, WA 98063-9718). This Determination of Nonsignifrcance (DNS) is issued under WAC 197-11-340(2). Comments must be submitted by 5:00 p.m. on March 23, 2009. Unless modified by the City, this determination will become final following the comment deadline. Any person aggrieved by the City's determination may file an appeal with the City within 14 days of the above comment deadline. You may appeal this determination to Greg Fewins, Director of Community Development Services, at the City of Federal Way (address above), by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. Published in the Federal Way Mirror on March 7, 2009. Doc- I.D. 48631 A�kCITY OF Federal Way March 30, 2009 Duncan Wallace Stantec 4020 Lake Washington Blvd NE, Suite 305 Kirkland, WA 98033 CITY HALLFILE 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com RE: FILE #07-104500-00-UP; ADDITIONAL INFORMATION REQUESTED Safeway Fuel Project, 1207 South 320'h Street, Federal Way Dear Mr. Wallace: I have had the opportunity to review plans and comments prepared by the previous project architect David Dean for the proposed fueling station and related buildings. His December 19, 2008, letter was in response to a December 13, 2007, letter from the City. On March 7, 2009, the environmental determination for the proposed fueling station was issued and the appeal period will conclude on April 4, 2009. Land use approval can be issued after the appeal period concludes providing the proposal is found to meet Federal Way City Code (FWCC). ADDITIONAL INFORMATION REQUESTED A few aspects of the project still do not meet the code standards as discussed below. I've broken this letter into two parts - those items that must be addressed before land use approval can be issued, and those items that can be addressed during future building permit review. A. Land Use — Prior to issuance of the land use approval, the following items must be addressed: 1) Retail kiosk location — The City's December 2007 letter noted that the northern facade of the retail kiosk must be no more than five (5) feet from the future property line. The December 2008 letter from Mr. Dean stated that the kiosk has been redesigned to be no more than 5 feet from the property line. However, submitted plans show only a portion of this building adjacent to the future property line, with the balance of the building setback over 8 feet from the future property line. The entire fagade of this building needs to be no more than 5 feet from the future property line. 2) Retail kiosk north fagade — As noted in the City's 2007 letter, and as provided in FWCC section 22-1638(c)(3), at least 40 percent of any ground level principal fagade located along a right-of- way must contain transparent glass. Based on elevations depicted on sheet A2-1, the north fagade of the building is approximately 468 square feet in size, and 40 percent would be 187.2 square feet. The proposed windows shown on this page are only 111.5 square feet in area. The window area along this fagade must be increased in order to meet FWCC standards. Several ideas for the windows are included on the red -lined A2-1 as enclosed. Ideally, windows along this entire fagade should be used to facilitate visibility into the kiosk from the street edges. 3) Pedestrian pathway — In that the door on the east side of the kiosk building is not intended for public access, the pedestrian pathway must extend to the pedestrian entrance and connect to the accessible parking stall as depicted on the enclosed red -lined site plan. Mru Wallace March 30, 2009 Page 2 4) Garbage enclosure — A garbage enclosure is to be constructed in the northwest corner of the site. Please provide information about the height of the wall of this proposed enclosure. 5) Elevation renderings/Color boards — The December 2008 letter from Mr. Dean noted that colored elevations and possibly some renderings would be provided during SEPA review, as well as a color board showing the current Safeway lifestyle colors. To date, this information has not been submitted. Please provide this information so it can be incorporated into the land use decision. 6) Right-of-way— Kevin Peterson, with the Public Works Department, has provided the following comments: a) The plans show landscaping and irrigation systems within the South 320'h Street right-of- way, as well as pedestrian connections to the existing public sidewalk along South 320`h Street. However, the plans are based on an old topographic survey that does not accurately depict the existing conditions within the South 320'h right-of-way. Updated topographic information is required to be depicted along the South 320`h Street frontage, including along the back of sidewalk radius at the 320'h/11'h Avenue intersection. The updated topographic information shall include, but not limited to: public sidewalk location (including `bump -outs'), street lights, pedestrian lights/wells, street trees, transit shelter/pad, and utility vaults. This updated information needs to be incorporated into the overall site development, landscape/irrigation, and civil plan sheets. b) it appears there may be an underground utility vault, with at -grade lid (not currently shown on the plans), that may lie in the area where the pedestrian plaza connects to the South 320"' Street sidewalk. The lid poses a potential slipping hazard if located within the plaza. I recommend re -locating the plaza in that vicinity, to avoid having the vault lid within the plaza. The revised topographic survey should show this vault. B. Building Permit — When preparing the building permit application please be sure to address the following items-.' 1) Benches — Provide details about the proposed benches including tear sheets and colors. 2) Garbage enclosure — Provide elevations and material details for the proposed garbage enclosure. Provide confirmation that the roll out service can be accommodated in this location. 3) Building sizes — Please ensure that the size of the retail kiosk and the vending kiosk are consistently depicted on building permits. 4) Vending kiosk — Demonstrate how kiosk windows out to 11'h Avenue South will not be blocked by vending machines and other items. 5) Parking stalls — Depict curb stops at parking stalls to maintain an unobstructed six -foot -wide sidewalk. 6) Right-of-way — The Public Works Department has the following comments regarding the landscaping and irrigation proposed within the future right-of-way: a) The landscaping that is shown within the right-of-way is allowed; however, the owner shall be responsible for maintenance of that landscaping. b) The irrigation system is not allowed within the right-of-way. The irrigation system shall be located on the Safeway property side of the right-of-way. 7) Landscape plan — The following comments are based on review of the plan page SL-1.1, stamped prepared by Jay Allen Macgruder: ' To date, a building permit application has not been submitted. 07-104500 Doc I D 49529 Mr_ Wallace March 30, 2009 Page 3 a) 1) As requested in the December 2007 letter to address FWCC Section 22-1567(e), provide cross sections to demonstrate how the vegetation screens the right-of-way from the parked vehicles. Provide low shrubs between the vending kiosk and the property line as depicted on the red -lined landscape plan. A modification is not required. Add additional shrubs to infill and provide screening as noted on the red -lined landscape plan. Most of the landscaping at the NW corner will be eliminated with the future roadway widening project. Please add more on -site vegetation to this area. See also comment A.6.a above. Are there any climbing plants proposed to climb onto the trellis? The plan copy deleted specifications of several plant items on the edge of the page. To avoid this occurring, please include a full plant legend with the formal building permit application. Add one tree in the landscape island next to the accessible parking stall. Add taller shrubs along the eastern landscape strip to screen parked vehicles from the right-of-way. Refer to the red -lined landscape plan. Provide a ground cover detail. Ground cover shall fill the entire planting area within three years per FWCC section 22-15640). As a perimeter tree, the Hinoki Cypress shall be a minimum of six feet in height below the central leader at the time of planting. Five -gallon Arbutus are proposed to screen the garbage dumpster. This vegetation should be consistent with the height of the dumpster wall in order to provide screening. Larger shrubs or trees may be required and the Arbutus size adjusted accordingly. See comment AA above. There are a number of tree groupings as well as shrubs and ground cover that are proposed within an area that will become future right-of-way. Please be advised that this vegetation will be removed with a future roadway project, and will not be replaced. You may elect to modify this landscaping to a lesser planting standard if you like, with the knowledge that it will be removed in the future. When resubmitting information for items A 1 through A5, please submit three copies of any plans together with the Resubmittal Information form. I can be reached at 253-835-2642 if you have any questions about this letter. Sincerely, II.C. Deb Barker Senior Planner enc: Red -lined site and landscape plans Copies of letters Kevin Peterson, Engineering Plans Reviewer 07-104500 Doc 1 D 49529 CITY OF Federal April 21, 2010 CITY HALL `nLE Way 33325 8th Avenue ❑uth Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com Duncan Wallace STANTEC 4020 Lake Washington Blvd, Suite 305 Kirkland, WA 98033 RE: FILE #07-104500-00-UP, 07-102876-CN; EXPIRATION BY LIMITATION Safeway Fueling Station #1555, 1207 South 3201h Street, Federal Way Dear Mr. Wallace: On November 19, 2009, the City requested that additional information be submitted to further the Process III application for the above -referenced Process Ill land use application. An environmental determination had been issued on March 7, 2009, but the land use decision was pending. Project Expiration The Safeway Fuel project land use application expired by limitation on March 1, 2010, as the requested information was not submitted within the 180 day timeline. When the land use application expired, the concurrency application also expired.' In an April 1, 2010, e-mail, you inquired if an extension to the land use application was available. Unfortunately, an extension to the land use application is not possible in that your request came in well AFTER the project expiration date. At this point, new applications for Process III Project Approval and Concurrency must be submitted for review and approval. Please refer to the enclosed handouts, and contact a Development Specialist at 253- 835-2607 for the current Process III and concurrency application fees. Relevant, Codes Following is a discussion of those code provisions that have been adopted or amended since the initial land use application was determined to be complete in 2007. Please be advised, this letter does not represent all applicable codes. In preparing your formal application, please refer to the complete Federal Way Revised Code (FWRC) and other relevant codes for all additional requirements that may apply to your project. Traffic — If the new land use and concurrency applications are determined to be complete prior to July 1, 2010, the fueling station project can be vested to current FWRC standards, which include the current pro- rata share mitigation system However, applications that are complete after that date would be subject to a Traffic Impact Fee (TIF). Please refer to the TIF handout for details of the system differences. Storm Drainage — Although the City has adopted the 2009 King County Surface Water Design Manual, (KCSWDM), there are no additional storrriwater requirements that would need to be addressed with a new land use application. The non -conforming water quality issue that was addressed in the expired 1 The environmental decision is considered valid unless the scope of the project is changed. Mr. Wallace April 21; 2010 Pale 2 application is un-changed under the new manual. Further, even though the project adds/replaces about 2 7, 000 square feet of impervious surface, the project does not trigger any additional flow control requirements for the project, since the valuation of the new improvements are well below the 50% value of existing improvements. Landscaping, Design Guidelines, Clearing and Grading — Recent changes to the Community Design Guideline standards and Landscape chapter do not appear to impact the proposed Rieling facility. While a new chapter (FWRC 19.120) concerning Clearing, Grading, and Tree and Vegetation Retention has been adopted, the new tree density standards are not applicable for projects in the City Center Frame zoning district where the fueling facility is proposed. It should be noted that items Al through A5 from the City's March 30, 2009, letter still apply to the fiteling station project, and must be addressed before any land use decision can be issued. A copy of that letter is enclosed. Copies of relevant land use applications and forms are enclosed. Should you have any questions about this letter, please do not hesitate to contact me at 253-835-2642 or via e-mail at deb.barker@cityoffederalway.com I look forward to working with you again. Sincerely, atz PIJAVkt��� Deb Barker Senior Planner ene: March 30, 2009 letter Process III Handout Master Land Use Application Concurrency Application TIF Guidelines Handout c: Sara Osborne, Safeway Inc. Real Estate Dept., 1121 124a' Avenue NE, Bellevue, WA 98005 Gregory Roybal, Safeway, via e-mail: Gregory.Roybal@safeway.com Brad Chadek, Safeway Inc. via e-mail: Brad.Chadek@safeway.com Sarady Long, Senior Traffic Engineer Kevin Peterson, Development Services Engineering Plans Reviewer Kari Cirmner, Permit Center Supervisor u7-1u4 SOO Doc I D 53666 1821049188 Federal Way Public Schools 31465 18TH AVE S FEDERAL WAY WA 98003 Q 18210449121 BRE/ESA PROPERTIES 731294 100 DUNBAR STREET SPARTANBURG Sc 29306 ^O 3 7821049241 PAK CHUN & LI CHON 1300 S 320TH ST FEDERAL WAY WA 98003 1 1 ! 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Al!:t CITY OF V kb:� `' Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 www.cityoffederalway.com DECLARATION OF DISTRIBUTION hereby declare, under penalty of perjury of the laws of the State of Washi gton, tha a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Anticipated DNS/MDNS ❑ FWCC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed ❑ e-mailed and/or �5.posted to or at each of the attached addresses on ` . 2009. Project Name File Number(s) Signature Gi-FueCi;M h"� li- 0-1-1 b--t 501--&6 -SE- Date '� J �0'0 -1 K:\Intern\Declaration of Distribution with Posting Sites.doc/Last printed 3/6/2009 12:46:16 PM Hosting Sites: Federal Way City Hall - 33325 81h Avenue Federal Way Regional Library - 34200 1 st Way South Federal Way 320th Branch Library - 848 South 320th Street Subject Site - 1207 South 320th Street KAIntern\Declaration of Distribution with Posting Sites.doc/Last printed 3/6/2009 12A6:16 PM CITY OF Federal Vichy NOTICE ENVIRONMENTAL DETERMINATION OF NONSIGNIFICANCE Safeway Fueling Facility and Retail Kiosk Federal Way File No: 07-104501-00-SE Description: Proposed elimination of 65 parking stalls in the northwest corner of the Safeway site and construction of a six -pump fueling facility covered by a 4,064 square -foot canopy with two 20,000 gallon underground storage tanks, a 1,010 square -foot retail kiosk building and a 400 square -foot vending building, six new parking stalls, and site improvements on a 29,500 square -foot portion of the 7.32-acre property. Utility pipes in excess of eight -inches in diameter may be required. Location: 1207 South 32& Street, Federal Way, WA Applicant: Safeway Inc., Attn: Bob Blair, PO Box 85001, Bellevue, WA 98015-8501 Lead Agency: City of Federal Way Staff Contact: Deb Barker, Senior Planner, 253-835-2642 The City of Federal Way has determined that the following project does not have a probable significant adverse impact on the environment, and an Environmental Impact Statement (EIS) is not required under RCW 43.21 C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the City. Further information regarding this action is available to the public upon request at the Federal Way Department of Community Development Services (Federal Way City Hall, 33325 8 b Avenue South, PO Box 9718, Federal Way, WA 98063-9718). This Determination of Nonsignificance (DNS) is issued under WAC 197-11-340(2). Comments must be submitted by 5:00 p.m. on March 23, 2009. Unless modified by the City, this determination will become final following the comment deadline. Any person aggrieved by the City's determination may file an appeal with the City within 14 days of the above comment deadline. You may appeal this determination to Greg Fewins, Director of Community Development Services, at the City of Federal Way (address above), by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. Published in the Federal Way Mirror on March 7, 2009. Doc. LD. 48631 Safeway Fueling Facility/Retail Store Kiosk 1207 South 320th Street I�I� 316 j -318 PL —7_ S, ; `• SITE ! rr S .324 ST- _ f-T-1 "2 i 3 a CITY OF Federal Way Note: This map is intended for use as a graphical representation only. The City of Federal Way makes no warranty as to its accuracy. File # 07-104500 / 07-104501-SE Vicinity Map N 200 0 200 400 600 800 Feet CITY OF FEDERAL WAY NOTICE ENVIRONMENTAL BE I RMINATION OF NONSIGNIFICANCE Safeway Fueling Facility and Retail Kiosk Federal Way File No: 07-104501-00-SE Description: Proposed elimination of 65 park- ing stalls in the northwest comer of the Safeway site and construction of a six pump fueling facil- ity covered by a 4,064 square -foot canopy with two 20,000 gallon underground storage tanks, a 1,010 square -foot retait kiosk building and a 400 square -foot vending bulldirig, six new park- ing stalls, and site improvements on a 29,500 square -foot portion of the 7.32-acre property. Utility pipes in excess of eight -inches in diam- eter may be required. Location: 1207 South 320th Street, Federal Way, WA Applicant: Safeway Inc., Attn: Bob Blair, PQ cox 85001, Bellevue, WA 98015-8501 Lead Agency: City of Federal Way Staff Contact: Deb Barker, Senior Planner, 253- &M-2642 The City of Federal Way has determined that the following project does not have a probable significant adverse impact on the environment, and an Environmental Impact Statement (EIS) is not required under RCW 43.21 C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the City. Further information regarding this action is avail- able to the public upon request at the Federal Way Department of Community Development Services (Federal Way City Hall, 33325 8th Avenue South, PO Box 9718. Federal Way, WA 98063-9718). This Determination of Nor( - significance (DINS) is issued under WAC 197-11- 340(2). Comments must be submitted by 5:00 p.m. on March 23, 2009. Unless modified by the City, this determination will become final following the comment dead- line. Any person aggrieved by the City's determi- nation may file an appeal with the City within 14 days of the above comment deadline. You may appeal this determination to Greg Fewins, Direc- tor of Community Development Services, at the City of Federal Way (address above), by a writ- ten letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. FWM 1513 Date of Publication: March 7, 2009 FEDERAL WAY A SOUND PUBLISHING NIVAPIR Affidavit of Publication Rudi Alcott, being first duly sworn on oath, deposes and says that he is the Publisher of The Federal Way Mirror, a semi -weekly newspaper. That said newspaper is published in the English language continually as a semi -weekly newspaper in Federal Way, King County, Washington, and is now and during all of said time has been printed in an office maintained by the aforementioned place of publication of said newspaper. That the annexed is a true copy of a legal advertisement placed by City of Federal Way — Community Development Dept. L-1513 as it was published in regular issues (and not in supplemental form) of said newspaper once each week for a period of one consecutive week(s), commencing on the 7th day of March, 2009 , and ending on the 7th day of March, 2009 , both dates inclusive, and that such newspaper was regularly distributed to its readers during all of said period. That the full amount of the fee charoed for the foregoing publication is the sum of $113.92, which amount has been paid in full, or billed at the legal rate according to RCW 65.16.090. Subscribed to and sworn before me this loth day of March, 2009. Notary Public in and for the State of Washington, Residing at Federal Way NOTARY PUBLIC STATE OF WASHINGTON TERYL A. HELLER My Appointment Expires Sept. 04, 201 1414 S. 3241h STREET, SUITE B210, FEDERAL WAY, WA 98003 ■ 253-925-5565 ■ FAX: 253-925-5750 Deb Barker From: Kittredge, Lori [Lori. Kittredge@kingcounty.gov] Sent: Monday, March 16, 2009 3:27 PM To: Deb Barker Subject: File# 07-104500-000P and 07-102876-OOCN-Safeway Hi Deb, King County Metro has a bus stop east bound on 5 320 St about 175' east of 11 Ave SW adjacent to the site. The stop should be updated for ADA improvements (larger landing pad) and a shelter footing should be installed adjacent to the landing pad as ridership is fairly high. I'm on jury duty again this week, but I'll try to get out and look at this location for more details when I've completed the duty. The construction coordinator (206-684-2732) should be notified if the stop needs to be temporarily relocated during construction. This needs to be a 2 week notice prior to moving the stop. If it's a long term closure of the sidewalk, I can have the post/sign relocated during construction. Lori Kittredge Transit Route Facilities Planner South District & Vashon Island 201 S. Jackson St. Seattle, WA 98104-3856 KSC-TR-0413 Phone 206-263-3751 Fax 206-684-1860 e-mail:lorUdttredg_e ingcountv._gov CITY OF�'� =*� Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 www.c [ ffederaIwoy.com DECLARATION OF 'DISTRIBUTION 11 -)h K hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice CKNotice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWCC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed❑ faxed 'fie -mailed and/or ❑ posted to or at each of the attached addresses on _ l 2009. V -I - Project Name File Number(s) -1 b b Signature Date ' -a --6 5 KACD Administration Files\Declaration of Distribution.doc/Last printed 1/5/2009 3:44:00 PM AVA CITY OF Federal Way NOTICE ENVIRONMENTAL DETERMINATION OF NONSIGNIFICANCE Safeway Fueling Facility and Retail Kiosk Federal Way File No: 07-104501-00-SE Description: Proposed elimination of 65 parking stalls in the northwest corner of the Safeway site and construction of a six -pump fueling facility covered by a 4,064 square -foot canopy with two 20,000 gallon underground storage tanks, a 1,010 square -foot retail kiosk building and a 400 square -foot vending building, six new parking stalls, and site improvements on a 29,500 square -foot portion of the 7.32-acre property. Utility pipes in excess of eight -inches in diameter may be required. Location: 1207 South 320`h Street, Federal Way, WA Applicant: Safeway Inc., Attn: Bob Blair, PO Box 85001, Bellevue, WA 98015-8501 Lead Agency: City of Federal Way Staff Contact: Deb Barker, Senior Planner, 253-835-2642 The City of Federal Way has determined that the following project does not have a probable significant adverse impact on the environment, and an Environmental Impact Statement (EIS) -is not required under RCW 43.2 1 C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the City. Further information regarding this action is available to the public upon request at the Federal Way Department of Community Development Services (Federal Way City Hall, 33325 81h Avenue South, PO Box 9718, Federal Way, WA 98063-9718). This Determination of Nonsignificance (DNS) is issued under WAC 197-11-340(2). Comments must be submitted by 5:00 p.m. on March 23, 2009. Unless modified by the City, this determination will become final following the comment deadline. Any person aggrieved by the City's determination may file an appeal with the City within 14 days of the above comment deadline. You may appeal this determination to Greg Fewins, Director of Community Development Services, at the City of Federal Way (address above), by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. Published in the Federal Way Mirror on March 7, 2009. Doc LD- 48631 Tamara Fix From: Teryl Heller [theller@fedwaymirror.com] Sent: Wednesday, March 04, 2009 4:03 PM To: Tamara Fix Subject: Re: Legal Notice - Safeway Attachments: 4722692009.doc; ATT00001.htm Thanks, Tamara. Will do. Teryl On Mar 4, 2009, at 4:04 PM, Tamara Fix wrote: Please publish the following legal notice (Safeway DNS, 07-104501) in Saturday's (March 7, 2009) issue. Please confirm and issue an affidavit of publication. Thank you. Tamara Fix -Admin Asst. City of Federal -Way tamarca- yC�� o ederalwaU.co)n CITY OF Federal Way State Environmental Policy Act Environmental Determination of Nonsignificance SAFEWAY FUELING FACILITY AND RETAIL KIOSK Federal Way File No: 07-104501-00-SE Description,of Proposal: Proposed elimination of 65 parking stalls in the northwest corner of the Safeway site and construction of a six -pump fueling facility covered by a 4,064 square -foot canopy with two 20,000 gallon underground storage tanks, a 1,010 square -foot retail kiosk building and a 400 square -foot vending building, six new parking stalls, and site improvements on a 29,500 square -foot portion of the 7.32-acre property. Utility pipes in excess of eight inches in diameter may be required. Proponent: Safeway Inc., Attn: Bob Blair, PO Box 85001, Bellevue, WA 98015-8501 Location: 1207 South 3200' Street, Federal Way, WA, tax parcel #150050-0020 Lead Agency: City of Federal Way City Contact: Deb Barker, Senior Planner, 253-835-2642 The lead agency for this proposal has determined that it does not have probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21 C.030(2)(c). This decision was made after review of a completed environmental checklist, the Federal Way Comprehensive Plan, final staff evaluation for this action, and other municipal policies, plans, rules, and regulations designated as a basis for exercise of substantive authority under the Washington State Environmental Policy Act Rules pursuant to RCW 43.31C.060. Further information regarding this action is available to the public upon request at the Federal Way Department of Community Development Services (Federal Way City Hall, 33325 8`b Avenue South, PO Box 9718, Federal Way, WA 98063-9718). This DNS is issued under WAC 197-11-340(2). The lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by 5:00 p.m. on March 23, 2009. Unless modified by the City, this determination will become final following the comment deadline. Any person aggrieved by the City's determination may file an appeal with the City within 14 days of the above comment deadline. You may appeal this determination to Greg Fewins, Director of Community Development Services, at the City of Federal Way (address above), by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. Responsible Official: Greg Fewins Position/Title: Director of Community Development Services Mailing Address: 33325 8"' Avenue South, PO Box 9718, Federal Way, WA 98063-9718 Date Issued: March 7, 2009 Signature: A� r _ Doc. I.D. 48628 CITY OF ��Y Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 Wh Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 www.cityoffederalway.com DECLARATION OF DISTRIBUTION I, Zrh� LX hereby declare, under penalty of perjury of the laws of the State of Washington, that a. ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice , 1 Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWCC Interpretation ❑ Other was Kmailed ❑ faxed 2009. ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document ❑ e-mailed and/or ❑ posted to or at each of the attached addresses on pffm Project Name File Number(s) Signature 0? -l6 Y Date K:\CD Administration Fles\Declaration of Distribution_doc/Last printed 1 /5/2009 3:44:00 PM aW OF Federal Way State Environmental Policy Act Environmental Determination of Nonsignificance SAFEWAY FUELING FACILITY AND RETAIL KIOSK Federal Way File No: 07-104501-00-SE Description.of Proposal: Proposed elimination of 65 parking stalls in the northwest corner of the Safeway site and construction of a six -pump fueling facility covered by a 4,064 square -foot canopy with two 20,000 gallon underground storage tanks, a 1,010 square -foot retail kiosk building and a 400 square -foot vending building, six new parking stalls, and site improvements on a 29,500 square -foot portion of the 7.32-acre property. Utility pipes in excess of eight inches in diameter may be required. Proponent: Safeway Inc., Attn: Bob Blair, PO Box 85001, Bellevue, WA 98015-8501 Location: 1207 South 32001 Street, Federal Way, WA, tax parcel #150050-0020 Lead Agency: City of Federal Way City Contact: Deb Barker, Senior Planner, 253-835-2642 The lead agency for this proposal has determined that it does not have probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist, the Federal Way Comprehensive Plan, final staff evaluation for this action, and other municipal policies, plans, rules, and regulations designated as a basis for exercise of substantive authority under the Washington State Environmental Policy Act Rules pursuant to RCW 43.31C.060. Further information regarding this action is available to the public upon request at the Federal Way Department of Community Development Services (Federal Way City Hall, 33325 8'h Avenue South, PO Box 9718, Federal Way, WA 98063-9718). This DNS is issued under WAC 197-11-340(2). The lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by 5:00 p.m. on March 23, 2009. Unless modified by the City, this determination will become final following the comment deadline. Any person aggrieved by the City's determination may file an appeal with the City within 14 days of the above comment deadline. You may appeal this determination to Greg Fewins, Director of Community Development Services, at the City of Federal Way (address above), by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. Responsible Official: Greg Fewins Position/Title: Director of Community Development Services Mailing Address: 33325 a Avenue South, PO Box 9718, Federal Way, WA 98063-9718 Date Issued: March 7, 2009 Signature: Doc. I.D. 48628 Safeway Fueling Facility/Retail Store Kiosk 1207 South 320th Street CITY OF Federal Way Note: This map is intended for use as a graphical representation only. The City of Federal Way makes no warranty as to its accuracy. File # 07-104500 / 07-104501-SE Vicinity Map 200 0 200 400 600 800 Feet D821049186 Federal Way Public SChoo[s 31AOS 18TH AVE S FEDERAL WAY WA g g Q 0821049121 BRE/ESA PROPERTIES 731294 100 DUNBAR STREET SPAFRTANBURG SC 29306 D821049241 PAK CHUN & LI CHON 1300 S 320TH ST FEDERAL WAY WA 98003 CD 0 0821049082 JOO HO HYUN & KIM YOUNG SOON 1802 PT WOODWORTH DR NE TACOMA WA 2 W 0821049052 WELLS FARGO BANK 6D1157 PO BOX 2609 CARLSBAD CA 98422 1500500110 HARSCH INVESTMENT PROP LLC163605 PO BOX 2708 PORTLAND OR 92018 C*J LU 0 1500500080 HARSCH INVESTMENT PROP LLC163605 PO BOX 2708 PORTLAND OR 97208 Z 1500500070 HARSCH INVESTMENT PROP LLC163605 PO BOX 2708 PORTLAND OR 97206Ljj Co L' G1 1502600020 MCA ASSOCIATES LLC 6N9999 1120 S 324TH ST FEDERAL WAY WA 97208 98003 e1' LU � J 1502600040 LEAVITT LAND AND INVESTMENT 1570324 PO BOX 1027 216 S 200 W CEDAR CITY UT 84721 Er } Ol 1502600030 CHILDERNS DREAM LEARNING CE469999 1122 S 322ND PL FEDERAL WAY WA 98023 H 1721049061 JOHN C DAVISCOURT 552701 15615 62ND AVE SE SNOHOMISH WA 98290 U 1721049086 JOHN C DAVISCOURT 552702 15615 62ND AVE SE SNOHOMISH WA 98290 1721049081 WASHINGTON FIRST INTERNATION 9709 3RD AVE NE #110 SEATTLE WA 98115 1500500010 BRUCE RAND DEBRA E WALLACE 32011 40TH PL SW FEDERAL WAY WA 98023 1600500020 1560 INVESTORS LLC 059999 200 S BROAD ST 6TH FL PHILADELPHIA PA 19102 "M33 �— ' — r ® — ® — — �� nn r� — ® —fn� — JJ-iJ-ri [■?CL E aL n iJ rtPig. 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L EE-INTICN VAR T Elllls 5: E!5[r S`F ' 1 I r I `y 11 SE` OD30 --- _ F + 1 1 s ' I _ W' 6¢AIJ1cF a CrltlT JSVI, 1` a -� 1 a--s ■ •e I l 1 434.:f (t.) tse.s" I I •4� �v sCJ �' j 1 1a 11 At If297 S' '5do '� \) .li 1 am ■ a±-47.1y Otzo _ y,_ ■ a Iz : ycz /cIj !1 ; f vv"°�--- - - - - - `_ . �. _ i� 1�1~_T r_ - _ _ _---_ _ ` _, «S3PYN0PL_ OOSO F 1 � � S S!-•a-7 I - irE.r: 7°v-tom-► e ri �A. 1'7 i t ie-r1•rF 1 ` ` mm �SECEIVED Oi'C r !l..r. •a . ,rr eoea — — — — — —! — — — •= ;V9RlE- 1 f ; tA4. rr e7 200? e , CITY OF FEDERAL WAY 09 L9/09 Lgotianyoane algltedwoa ww L9 x ww 9Z few1ol ap apnbi9 -aq L8/091.5@koAV gllm alglfedwos „g/9 Z x azls lapel ATTN SEPA REVIEW PUGET SOUND CLEAN AIR AGENCY 1904 3R° AVE STE 105 SEATTLE WA 98101-3317 SOUTH KING FIRE & RESCUE 31617 1 ST AVE S FEDERAL WAY WA 98003 LORI KITTREDGE METRO TRANSIT KSC-TR-0413 201 S JACKSON ST SEATTLE WA 98104-3856 FEDERAL WAY MIRROR 1414 S 324T" ST STE B-210 FEDERAL WAY WA 98003 DEPT OF ECOLOGY ENVIRONMENTAL REVIEW SEC PO BOX 47703 OLYMPIA WA 98504-7703 LINDA SHAFFER PIERCE TRANSIT PO BOX 99070 LAKEWOOD WA 98499-0070 MARY AUSBURN PSE 6905 S 228T" ST SKC-SVC KENT WA 98032 SOUTH COUNTY JOURNAL PO BOX 130 KENT WA 98035-0130 LAKEHAVEN UTILITY DIST PO BOX 4249 FEDERAL WAY WA 98063 ATTN NEWSROOM TACOMA NEWS TRIBUNE 1950 S STATE ST TACOMA WA 98405 JILL GASTON REALTY SPEC BPA 914 AVE "D" SNOHOMISH WA 98290 JOHN KIM KOREA POST 2209 S 300T" ST FEDERAL WAY WA 98003-4223 FEDERAL WAY NEWS 14006 1 ST AVE S STE B BURIEN WA 98168 label size 1 x 2 5/8" compatible with Avery05160/8160 Etiquette de format 25 mm x 67 mm compatible avec Avery05160/8160 FEMA ' REGION 10 NTH DIV 130 228T" ST SW BOTHELL WA 98021-9796 EPA ENVIRONMENTAL REVIEW SEC 1200 6" AVE MD-126 SEATTLE WA 98101 RAMON PAZOOKI SNO-KING PLANNING MGR WSDOT SOUTH KING COUNTY PO BOX 330310 SEATTLE WA 98133-9710 OFFICE OF ARCHAEOLOGY & HISTORIC PRESERVATION PO BOX 48343 OLYMPIA WA 98504-8343 JULIE STOFEL WDFW REGION 4 OFFICE 16018 MILL CREEK BLVD MILL CREEK WA 98012 US FISH & WILDLIFE SERVCE 510 DESMOND DR SE #102 LACEY WA 98503 PORT OF TACOMA ENVIRONMENTAL DEPT PO BOX 1837 TACOMA WA 98401-1837 KC WASTEWATER TREATMENT ENVIRONMENTAL PLN OAP MS KSC-NR-0505 201 S JACKSON ST SEATTLE WA 98104-3855 LISA DINSMORE LAND US SVC KCDDES 900 OAKESDALE AVE SW RENTON WA 98057-5212 KC BOUNDARY REVIEW BOARD 810 THIRD AVE STE 608 SEATTLE WA 98104-1693 A"aol SNO 47 US ARMY CORPSIE GINEERS ATTN REGULATORY BRANCH PO BOX 3755 SEATTLE WA 98124 DEPT OF ECOLOGY ENVIRONMENTAL REVIEW SEC PO BOX 47703 OLYMPIA WA 98504-7703 JAMEY TAYLOR DNR SEPA CENTER PO BOX 47015 OLYMPIA WA 98504-7015 WA STATE DEPT WILDLIFE 600 CAPITOL WAY N OLYMPIA WA 98501-1091 TRAVIS NELSON WDFW PO BOX 73249 PUYALLUP WA 98373 DOH - DIV OF DRINKING WATER ENV DOCUMENTS REVIEWER PO BOX 47822 OLYMPIA WA 98504-7822 PORT OF SEATTLE PO BOX 1209 SEATTLE WA 98111 GARY KRI EDT KING COUNTY TRANSIT DIV ENV PLANNING MS KSC-TR-0431 201 S JACKSON ST SEATTLE WA 98104-3856 SOUTH KING COUNTY REGIONAL WATER ASSOCIATION 27224 144T" AVE SE KENT WA 98042 ROD HANSEN SOLID WASTE DIV KING CO DEPT OF NATURAL RES 201 S JACKSON ST STE 701 SEATTLE WA 98104-3855 JOE HENRY NATURAL RESOURCES CVN SVC 935 POWELL AVE SW RENTON WA 98055 WSDOT ENVIRONMENTAL AFFAIRS REGULATORY COMPLIANCE PO BOX 47331 OLYMPIA WA 98504-7331 WA NATURAL HERITAGE DNR PO BOX 47014 OLYMPIA WA 98504-7014 RANDY PEARSON WASH STATE PARKS PO BOX 42668 OLYMPIA WA 98504-2668 LARRY FISHER WDFW 1775 12T" AVE NW STE 201 ISSAQUAH WA 98027 ATTN SEPA REVIEW PUGET SOUND CLEAN AIR AGENCY 1904 3RD AVE STE 105 SEATTLE WA 98101-3317 PSRC GROWTH MANAGEMENT DEPT 1011 WESTERN AVE #500 SEATTLE WA 98104-1040 PERRY WEINBERG SOUND TRANSIT 401 S JACKSON ST SEATTLE WA 98104-2826 KING COUNTY PARKS PROPERTY MANAGEMENT PO BOX 3517 REDMOND WA 98073-3517 LEE DORIGAN PUBLIC HEALTH SEATTLE/KING 401 FIFTH AVE STE 1100 SEATTLE WA 98104 M � �":� � ate. � +�•� '� � �.1� � # . KING CO ROADS DIVISION TANYA NOSCIMENTO COUNTY ROADS ENGINEER FWPS 155 MONROE AVE NE 31405 18T" AVE S RENTON WA 98056 FEDERAL WAY WA 98003 SOUTH KING FIRE & RESCUE FW CHAMBER OF COMMERCE 31617 1 ST AVE S PO BOX 3440 FEDERAL WAY WA 98003 FEDERAL WAY WA 98063 MUCKLESHOOT INDIAN TRIBE COMCAST CABLE STORE FISHERIES DIVISION 1414 S 324T" ST STE 211 ATTN ENVIRONMENTAL REVIEWER FEDERAL WAY WA 98003 39015 172ND AVE SE AUBURN WA 98002 EDWARDS/LYMAN/THOMAS PUYALLUP TRIBE OF INDIANS HISTORIC PRESERVATION DEPT 3009 E PORTLAND AVE TACOMA WA 98404 PIERCE COUNTY HEALTH DEPT 3629 S "D" ST TACOMA WA 98408 PLANNING & CD DEPT CITY OF AUBURN 25 W MAIN ST AUBURN WA 98001 KENT CITY HALL PLANNING DEPT 220 4T" AVE S KENT WA 98032 NE TAC NEIGHBORHOOD COUNCIL C/O JAMES COLBURN TACOMA ECONOMIC DEV 747 MARKET ST RM 900 TACOMA WA 98402-3793 CRAIG GIBSON TACOMA PUBLIC UTILITIES PO BOX 11007 TACOMA WA 98411 PIERCE CO PLNG & LAND SVCS RESOURCE MANAGEMENT 2401 S 35T" ST TACOMA WA 98409-7460 PIERCE COUNTY BOUNDARY REVIEW BOARD 2401 S 35T" ST TACOMA WA 98409 CITY CLERK PACIFIC CITY HALL 100 THIRD AVE SE PACIFIC WA 98047 CITY OF TACOMA BLUS LAND USE ADMINISTRATOR 747 MARKET ST STE 345 TACOMA WA 98402-3769 MARION WEED CHAIR NORTHEAST TACOMA NEIGHBORHOOD COUNCIL 4735 NE 42ND ST TACOMA WA 98422 CITY OF LAKEWOOD 10510 GRAVELLY LK DR SW STE 206 LAKEWOOD WA 98499-5013 * ` r KEHAVEN UTILITY DIS PO BOX 4249 FEDERAL WAY WA 98063 FEDERAL WAY DISPOSAL PO BOX 1877 AUBURN WA 98071 LAURA MURPHY TRIBAL ARCHAEOLOGIST MUCKLESHOOT INDIAN TRIBE 39015 172ND AVE SE AUBURN WA 98092 PIERCE CO PLNG & LAND SVCS DEVELOPMENT ENGINEER 2401 S 35T" ST TACOMA WA 98409-7460 AUBURN SCHOOL DISTRICT 915 FOURTH NE AUBURN WA 98002 PUBLIC WORKS DIRECTOR ALGONA CITY HALL 402 WARDE ST ALGONA WA 98001-8505 JOE ELTRICH TACOMA WATER DIVISION PO BOX 11007 TACOMA WA 98411 HAYES ALEXANDER PLNG CHAIR NORTHEAST TACOMA NEIGHBORHOOD COUNCIL 5308 RIDGE DR NE TACOMA WA 98422 CITY OF MILTON 1000 LAUREL ST MILTON WA 98354 CITY OF SEATAC CITY OF DES MOINES CITY OF NORMANDY PARK 4800 S 188T" ST 21630 11T" AVE S 801 SW 174T" ST SEATAC WA 98188 DES MOINES WA 98198 NORMANDY PARK WA 98166 .CITY OlF BURIEN TERRY LUKENS CITY OF FIFE CITY HALL TH 5411 23RD ST E BELLEVUE COUNCIL OFFICE 415 SW 150 ST FIFE WA 98424 PO BOX 90012 BURIEN WA 98166-1957 BELLEVUE WA 98009-9012 WATER DISTRICT #54 HIGHLINE WATER DISTRICT MIDWAY SEWER DISTRICT 922 S 219T" ST PO BOX 3867 PO BOX 3487 DES MOINES WA 98198-6392 KENT WA 98032-0367 KENT WA 98032 WATER DISTRICT #111 COVINGTON WATER DISTRICT PAT PROUSE 27224 144T" AVE SE 18631 SE 300T" PL QWE1600 7 TH AVE RM 120E KENT WA 98042-9058 KENT WA 98042-9208 S EAT SEATTLE WA 98121 LORI KITTREDGE MARY AUSBURN JILL GASTON REALTY SPEC LSJACKSON NSIT PSE BPA 6905 S 228T" ST SKC-SVC 914 AVE "D" ST KENT WA 98032 SNOHOMISH WA 98290 A 98104.3856 WASH ENVIRON COUNCIL CHRIS CARREL LINDA SHAFFER 615 2"D AVE STE 380 FRIENDS OF THE HYLEBOS PIERCE TRANSIT SEATTLE WA 98104-2245 PO BOX 24971 PO BOX 99070 FEDERAL WAY WA 98093 LAKEWOOD WA 98499-0070 SAM PACE LEAGUE OF WOMEN VOTERS FW COMMUNITY COUNCIL SEA/KING CO ASSOC/REALTORS OF SOUTH KING COUNTY 29839 154T" AVE SE PO BOX 66037 PO BOX 4274 KENT WA 98042-4557 BURIEN WA 98166 FEDERAL WAY WA 98063 MICHAEL FELDMAN REVIEW TEAM ATTN NEWSROOM AVIATION PLANNING SEATAC DCTED GROWTH MGT SERVICES TACOMA NEWS TRIBUNE PO BOX 68727 906 COLUMBIA ST SW 1950 S STATE ST SEATTLE WA 98168-0727 OLYMPIA WA 98504-2525 TACOMA WA 98405 SEATTLE PI LISA PEMBERTON-BUTLER FEDERAL WAY NEWS 101 ELLIOTT AVE W SEATTLE TIMES NORTH 1400E 1ST AVE S STE B BELLEVUE WA 98004-3748 SEATTLE WA 98121 AVE STE C145 BURIEN WA 98168 BEL FEDERAL WAY MIRROR SOUTH COUNTY JOURNAL JOHN KIM TH KOREA POST 1414 S 324 ST STE B-210 PO BOX 130 TH FEDERAL WAY WA 98003 KENT WA 98035-0130 2209 S 300 ST FEDERAL WAY WA 98003-4223 KING COUNTY ASSESSORS HOLLY WILLIAMSON CITY OF EDGEWOOD 500 4T" AVE RM 700 OLYMPIC PIPELINE CO 2221 MERIDIAN AVE E SEATTLE WA 98104 2319 LIND AVE SW EDGEWOOD WA 98371-1010 RENTON WA 98055 CRESTVIEW SHORECLUB ASSN MHACC MIRROR LK RESIDENTS ASSN TH C/O WILLIAM HICKS TH 4817 SW 310 ST 29219 7 PL S TH 525 SW 312 ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 NORTH LAKE COMNTY CLUB WEST GREEN CONDO ASSN REDONDO COMMUNITY CLUB 33228 38T" AVE S 432 S 321ST PL PO BOX 5118 AUBURN WA 98001 FEDERAL WAY WA 98003 REDONDO WA 98054 STEEL LK RESIDENTS ASSN BARCLAY PLACE HOA BELMOR PARK HOA 2329 S 304T" ST 1034 SW 334T" ST 2101 S 324T" ST FEDERAL WAY WA 98003 FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 BELLACARINO WOODS HOA BELLRIDGE TOWNHOMES HOA CAMPUS GLEN HOA 35204 6TH AVE SW 14438 S 308T" LN 32806 6T" pi R FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 TWIN LAKES HOA MAR CHERI COMNTY CLUB BROOKLAKE COMNTY CENTER 3420 SW 320T" ST # 28 PO BOX 25281 726 S 356T" ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 KEN SHATOCK COMCAST - SE PUGET SOUND ARE 2613 S379 79 GROUSE POINTE HOA KINGS TH PL HOA CONSTRUCTION/ENG MANAGER 1911 SW CAMPUS DR # 621 FEDERAL WAY WA 98003 4020 AUBURN WAY N FEDERAL WAY WA 98023 AUBURN WA 98002 MASTER BUILDERS ASSOC CHERYL PARAS 335 116T" AVE SE PSE CMTYiSERVICES DEPT BELLEVUE WA 98004-6407 TAC S OMA ST ACA WA 98409 Revised February 3, 2009 KAEnvironmental, ChecklistsWgency Mailing List.doc South 32oth Street x u IT- r ' I r r f Ck 1 I a i (6) C�' I r 13 - € 1 71 - —.24 — J 1 1 II• � mom I Safeway Fueling Facility and Retail Kiosk Proposed Safeway Fueling Facility / Retail Store Kiosk 1207 S. 320th St. Parcel No. 150050-0020 P Z. S 317 ST MJ C/) 8-322 PL S-324. ST -S 324 CT S325 > ST< File 07-104500-UP / 07-104501-SE Federal OF Way EXHIBIT-3.- PAGE,I--OF -,-A 0 700 Feet N Deb Barker From: Sarady Long Sent: Thursday, April 01, 2010 4:47 PM To: Deb Barker Cc: Ken Miller; Kevin Peterson Subject: FW Gas Mitigation Attachments: FW Estimated Impact Fee Calc for Safeway Gas.pdf Attached is the estimated impact fee ($103,000 based on 12 VFP) for the project if submit after July 1. The outdated/expired concurrency analysis identified pro-rata share mitigation of approx. $250,000. With a new concurrency analysis, I am expecting the new pro-rata mitigation to be less than $250,000 but I am not sure by how much until I complete the analysis. Sarady • 4SCiTy W5 Federal Way Scrap d;�'O�i�i down an�eFe highlighted box' STEP #1: Gene � Eater the foiia'.vin6,3. . :::. ::::. Estimate of Development Traffic Impact Fees i i t " n 'tlineCJ geiQv�r: Please. i;i n th�..rer�wi. �c n10 r liow ''� f r i fv. g�• ,fsa. � pry ectNat�, S•�te�++i�j Gas ;o:. '. 47-104500--00 l iF' Is this project {q htmr Zone? 0 "Y E� :s USe.i r[y' �. .�.:T Y��eas is •[] y/�ry . .:•:::": .:�� F SeI Gt ttzt pro' Y Frait vhe dr pdOVvI i'�er rir^, pro ` y;. rx .' he t Pro ect::> :.ii.i S ;:\:;F:ii::•J. ., i•:.•. •: yn .... ...' :.s... -- iri= �•;, .. - --:.. 2) NO t. STEP #3 - Credlt!Change fre 0. -e nt pmonsa I w change. Pxisling bu iUinq This step applies to clay IN or dwelling use. :F Provide any impact fee Qu,-Awly paid for -E�e 1a5d use category of 1,he ir-APACT FEEAMOUNT PAI (Do not ir),-,Iijde,,idiTii-nisiratton:Te PRIG r-ora Ch e. In lee. Aml I be assessed baued on the di tfer ah c b.01 m zhe impact le. 10f the new use $hall UV' t curro 1i ma lims below 61 Uw prior use, . . . . . . . . . . . . ..... . . . . . . . . - - - - - - y. 7,.1 Ow I', N Q =NE. F-ONE ----- ---- ......... . INONE .. . ...... ................. ... . . .... .......... I ........... .... STEP #4: Total In Calculate astirnale Nurk-�-r T T I r iac4: ArUvasrse Llml(S) U01 OHM . ......... arnount..Includ Ij- i n: dMI . . ..... . -Cr adl VAd i u st mewnt i udinq Chan('10 Administrative TRAFFIC IMPACT FEE PA EN, A. w, .................... ... . . ........... . .. . . ........... . . . ... . ...... f rn e nt: . . .. :to file is$ UaT? c e 0 f a buildirla Joel mil,: F 0 r 5ih i :Ether pay the fee prior W. iSSUance of a unlit, With the deferral of an impact fee Uie fee m. effect at tirne of payment. ,sits release following payment of .the fee:..' .......... the:: n.e w U.Se -5 a f d the Te 4CITY OF §. Federal July 1, 2008 CITY HALL Way 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com Mr. David Dean InForm Inc. 230 NE Juniper Street, Suite 201 Issaquah, WA 98027 Re: File #07-104500-00-UP; COMMENTS ON PROPOSED VENDING MACHINE KIOSK Safeway Fuel Project; 1207 South 320'h Street, Federal Way, WA Dear Mr. Dean: I've had the opportunity to look at the latest conceptual idea for the 11'h Place South portion of the proposed gas station at the Safeway site. I understand that Safeway does not want to proceed with the car wash idea for this portion of the site, so you have returned to the kiosk concept. Drawings dated April 30, 2008, depict a partially walled vending kiosk located west of the fueling lanes. The un-staffed kiosk contains up to six vending machines and opens onto a "public courtyard" next to the public roadway. There are fixed -in -place table and chair sets located in the courtyard. A low wall surrounds the fueling area and connects this kiosk to the convenience store located adjacent to South 320`h Street, which is a principal pedestrian right-of-way. As proposed, the vending kiosk with seating area appears to provide an active use between 116, Place South (also a principal pedestrian right-of-way) and the drive through lanes of the fueling facility in accordance with Federal Way City Code (FWCC) requirements.' The challenge for the project is to ensure that the kiosk does not become a source of conflict for the grocery store, leading to the closure and subsequent non-use of the kiosk. In order to proceed with the proposed kiosk and courtyard concept, site plans, elevations, and the SEPA checklist must be revised and submitted with the enclosed resubmittal information form to include these features. Identify the formal seating, garbage or recycling containers, courtyard paving materials, wall materials, and landscaping, and detail how the courtyard relates to the pedestrian sidewalk on 11fl'. A Crime Prevention Through Environmental Design (CPTED) checklist must be completed and submitted for the proposed kiosk use; include a discussion as to how the area will be monitored. A formal response to the standards of FWCC Section 22- 1638(c)(5) must accompany the resubmittal. 1 FWCC Section 22-1638(c)(5) states that the drive -through facilities and stacking lanes shall not be located along or in conjunction with a building fagade that faces or is clearly visible from a right-of-way, public sidewalk, or pedestrian plaza within the City Center -Frame (CC-F) zone. File#07-104500-00-UP Doc. ID 46006 Mr. David Dean Page 2 July 1, 2008 Please do not forget that as noted in the preapplication conference, walls do not establish a building facade along the right-of-way and would not meet the intent of the FWCC. The northwest corner of the property is highly visible to both pedestrian and drivers and lacks a building facade between the stacking lanes of the service station drive through and the rights -of - way. The low wall is proposed along this area without any active use associated with it. Any resubmittal must demonstrate how the corner of the project site addresses the stated requirements. I appreciate your patience as you waited for this letter. Please contact me at 253-835-2642, or deb.barker ci# offederalwa .cord, if you have any questions. Sincerely, Deb Barker Senior Planner Enc: Resubmittal Form CPTED Checklist File 907-104500-00-UP Doc I.D. 46006 PRELIMINARY VENDING MACHINE BUILDING / FUEL PAD DESIGN The preliminary site plan was designed in response to the vehicular screening requirements set forth by the City of Federal Way. The location of the vending machine building and walk-in kiosk screens the queuing that occurs at the fuel pumps. The vending machine building could also contain the air / water equipment. Upper view from corner View from canopy dispensers View from 111h Place towards public courtyard View from kiosk cashier counter Below are photographs of the existing Safeway store, which had recently undergone the Lifestyle remodel. The following images show the design elements we can draw from in the design of the fuel 1 carwash facility and required screen. As mentioned, the queuing screen is required on both S 32& Street and 11th Place South. Recently remodeled Safeway facade Pone �: d'� $1 Awning edge piece structural example Safeway store — remodeled side elevation w/ fenestration pattern and awning design 1 Fenestration & awning detail Awning underside structural example Example of concrete base, split face concrete masonry unit wainscot and painted metal siding EX1_-T C5 LE-43F,15 (12"C;C�) S. 320th ST. ----------------------------- --- ---------------- X, X I -E LINE TRI_ SINE' _7&1 32'_ 0,. ROW ;d/ PUBLId c;ouRT,rARD 5EATING.- :L ELEV -4- CC "5AFEUJ,4Y" 51r-N • UQ�O�����IJ .; ! g R� ALL "RATIJ rc:H -LOW GMU WALL 91 L=j 0 0 AIR 1 Q E)L e� W4TEfR E> El BACK TO 1 J ■ BACK VEND MACH. - - - - - - - - - - - - - - - - - VENDIN6 Tp <105< (UNMANED) ELEVATION 1 COLUMN SUPPORT FOR AWNING ROOF SYSTEM ---�_ METAL AWNING SIMILAR TO EXISTING SAFEWAY FULL HEIGHT WALL W/ MATERIALS TO MATCH VENDING EXISTING STORE I FA -MACHINES LOW CMU WALL -- ELEVATION 2 SAFEWAY #1555 FUEL PAD DESIGN Due to the Federal Way City Code, (FWCC), and our location in the CC-F zone, we have been directed to screen service station and carwash stacking from South 320'h Street and 11'h Place South. Safeway then asked us to revise the site plan showing a carwash and provide whatever site revisions needed to meet the City's requirements. We submitted a site plan using a 3' high CMU screen wall and landscaping. The City said this did not meet the City requirements. At this time, Deb Barker suggested we look at the existing Rite Aid near the proposed Safeway fuel pad. The Rite Aid had a drive thru pharmacy that met the vehicular screen requirement. Existing Rite Aid drive-thru entrance and screen wall system City required fenestration on screen wall that would tie in with the Rite Aid building. This type of fenestration detail is also found on the Safeway store elevation Rite Aid screening system has a roof, but should not be required for Safeway screening system. CITY OF Federal Way -ti PUBLIC WORKS DEPARTMENT 33325 8`h Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-2700;Fax 253-835-2709 ,,vw w.citWrfcdcralway.com This CONCURRENCY DETERMINATION is made this 151h day of November 2007, by the City of Federal Way (COFW), a political subdivision of the State of Washington (hereinafter called the "City"). Whereas, the developer intends to develop the property described as Safeway Fuel reviewed under City file CN Number (s) 07-102876-00-CN (hereinafter called the "development"); and Whereas, RCW 36.70A requires that the City adopt and enforce ordinances which prohibit development approval if the development causes the level of service on a transportation facility to decline below the standards adopted in the comprehensive plan, unless transportation improvements or strategies to accommodate the impacts of the development are made concurrent with the development; and Whereas, the City adopted its comprehensive plan in November 1995 ; and Whereas, Chapter 19 of the COFW Municipal Code was amended by the creation of Article IV on June 10, 2006 by Ordinance 06-525 effective January 1, 2007; and NOW, THEREFORE, a concurrency certificate is issued for the development of a 4,653 sq_ ft. kiosk with 6 fueling positions Development Parameters based on the facts and conditions set forth herein. This CONCURRENCY DETERMINATION is based on the following development: Development type: Development size: Property address: Parcel No. (s): Number of New PM Peak Hour Vehicles Trips Generated: Validity of Concurrency Determination Retail / Safeway Gas station 4,653 s . ft. kiosk with 6 fueling positions 1207 S 320`h Street 150050 0020 53 This CAPACITY RESERVE CERTIFICATE is valid only for the specific development approval consistent with the development parameters and the City file number contained within this certificate. If the development is changed it will be subject to reevaluation for concurrency purposes. Terms of the Capacity Reserve Certificate This CAPACITY RESERVE CERTIFICATE is valid until the City issues a final decision on the underlying permit or approval. -'1 Approved by: Date: 15 Q1� ve.ril Zou� L:\DEPT\PW\TRA\Concurrency\07102876_Safeway_Fuel\Safeway CRC_doc CITY OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 81h Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 wyrw.cit offederaIway.corrl DECLARATION OF DISTRIBUTION -�f = hereby declare, under penalty of perjury of the laws of the State of Washington, that a: Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Anticipated DNS/MDNS ❑ FWCC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑- Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Pubic Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit Adoption of Existing Environmental Document was ❑ mailed ❑ faxed ❑ e-mailed and/or a posted to or at each of the attached addresses on - ( Z-, , 2007. Project Name S,:- File Number(s) 0 7- I o d- v P 0'7- 1 Signature T� Ste, 0'7 6cVlJ Date — (Z - -,>0cJ7 KACD Administration Files\Declaration of Dislrlbulion,doc/Last printed 1/2/2007 2:25:00 PM Posting Sites: Federal Way City Hall — 33325 8th Avenue Federal Way Regional Library — 34200 1" Way South Federal Way 320"' Branch Library — 848 South 320`h Stree 1 5, 3zo� �� CITY OF FEDERAL WAY NOTICE OF LAND USE APPLICATION Project Name: Safeway Fueling Facility and Retail Store Kiosk Project Description: Construct a six pump fueling facility that includes two 20,000 gal- lon underground storage tanks and a 4,264 square -foot canopy, a 1,010 square -foot retail building, two vending machines/stor- age buildings, five parking stalls, and site improvements in the existing Safeway store parking lot, and requiring Process III Pro ect Approval, with Environmental Review (SVPA). Applicant: Sara Osborne, Safeway, Inc. Project Location: 1207 South 320th Street, Federal Way, WA Date Application Received: August 13, 2007 Date Determined Complete: August 30, 2007 Date of Notice of Application: September 12, 2007 Permits Required by this Application: I. State Environmental Policy Act (SEPA) {File # 07-104501-00-SE) Process Ill Project Approval (File P07- 104500-00-U P) Related Permits: Concurrency (File #07 102876-00-CN) Relevant Environmental Documents are Available at the Address Below: X YES NO Development Regulations to be Used for Project Mitigation, Known at this Time: Federal Way City Code (FWCC Chapter 18 - Environmental Chapter, FWC Planning, and Development Chapter 19. FWCC Zoning Chapter 22 Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWCC; King County Surface Water Design Manual; the International Build- ing Code: Fire and Mechanical codes. The official project file is available for public review at the Department of Community Development Services, 33325 8th Avenue South, Federal Way. WA 98003. Any person may submit written comments on the environmental and land use applications to the D1reotor of Community Development Ser- vices by September 26, 2007. Only persons who submit written documents to the Director of Community Development Services, or specifically requests a r.Apy of the original decision, may appeal the director's decision. Contact Person: Deb Barker, Senior Planner PO Box 9718 Federal Way, WA 98063 Telephone: 253-835-2642 FWM 1298 Date of Publication: September 12, 2007 FEDERAL WAY ,V 0 R_ A SOUND PUBLISHING NEWSPAPER Affidavit of Publication Stuart Chernis, being first duly sworn on oath, deposes and says that he is the Publisher of The Federal Way Mirror, a semi -weekly newspaper. That said newspaper is published in the English language continually as a semi -weekly newspaper in Federal Way, King County, Washington, and is now and during all of said time has been printed in an office maintained at the aforementioned place of publication of said newspaper. That the annexed is a true copy of a legal advertisement placed by City of Federal Way L-1298 as it was published in regular issues (and not in supplemental form) of said newspaper once each week for a period of one consecutive weeks), commencing on the 13th day of . September,2007 , and ending on the 13th day of September, 2097� both dates inclusive, and that such newspaper was regularly distributed to its readers during all of said period. That the full amount of the fee charged for the foregoing publication is the sum of 12$ 2.67 which amount has been paid in full, or billed at the legal rate according to RCW 65.16.090 Subscribed to and sworn before me this 19th day of September,, 2007. Notary Public in and for the State of Washington, Residing at Federal Way I!HIf11►►���I vs'• pusL►l� ate:.4 AZ ^'1µ�`a`��� OF WASH ��►�►r►Ills i liti��'��� 1414 S. 3241h STREET, SUITE B210, f[DIRAL WAY, WA 98003 ■ 253-925-5565 ■ f AY: 253-925-5750 FILE CITY OF Federal Way NOTICE OF LAND USE APPLICATION Project Name: Safeway Fueling Facility and Retail Store Kiosk Project Description: Construct a six pump fueling facility that includes two 20,000 gallon underground storage tanks and a 4,264 square -foot canopy, a 1,010 square -foot retail building, two vending machines/storage buildings, five parking stalls, and site improvements in the existing Safeway store parking lot, and requiring Process III Project Approval, with Environmental Review (SEPA). Applicant: Sara Osborne, Safeway, Inc. Project Location: 1207 South 320t` Street, Federal Way, WA Date Application Received: August 13, 2007 Date Determined Complete: August 30, 2007 Date of Notice of Application: September 12, 2007 Permits Required by this Application: 1. State Environmental Policy Act (SEPA) (File # 07-10450 1 -00-SE) 2. Process III Project Approval (File #07-104500-00-UP) Related Permits: Concurrency (File #07-102876-00-CN) Relevant Environmental Documents are Available at the Address Below: X YES NO Development Regulations to be Used for Project Mitigation, Known at this Time: Federal Way City Code (FWCC) Chapter 18 - Environmental Chapter, FWCC Planning and Development Chapter 19, FWCC Zoning Chapter 22 Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWCC; King County Surface Water Design Manual; the International Building Code; Fire and Mechanical codes. The official project file is available for public review at the Department of Community Development Services, 33325 8t' Avenue South, Federal Way, WA 98003. Any person may submit written comments on the environmental and land use applications to the Director of Community Development Services by September 26, 2007. Only persons who submit written documents to the Director of Community Development Services, or specifically requests a copy of the original decision, may appeal the Director's decision. Contact Person: Deb Barker, Senior Planner PO Box 9718 Federal Way, WA 98063 Telephone: 253-835-2642 Published in the Federal Way Mirror on September 12, 2007. Doc. I.D. 42281 Proposed Safeway Fueling Facility / Retail Store Kiosk 1207 S. 320th St. Parcel No. 150050-0020 �S316PL _ lS 3317S 317:5 � �' T 3�8 �f rZ I5 PL 1 � I sT . sC�> CID S . U) S 322CL C A'm File 07-104500-UP / 07-104501-SE 0 700 Feet N DEPARTMENT OF COMMUNITY DEVELOPNIENT SERVICES 33325 81h Avenue South PO Box 9718 CITY OF Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 r a YVay www.citvoffederl�vcrv.ctim DECLARATION OF DISTRIBUTION n I,„v, ,>c hereby declare, under penalty of perjury of the laws of the State of Washington, that a: 0 Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Anticipated DNS/MDNS ❑ FWCC Interpretation ❑ Other was mailed ❑ faxed 2007. Project Name ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document ❑ e-mailed and/or ❑ posted to or at each of the attached addresses on File Number(s) _ C� 7 - )y V 50 0-0 0 - /4 V561-_q Signature Date— -9-l1- �v0 7 K:\CD Administration Files\Declaration of Distribuiion.doc/Last printed 1 /8/2007 4:34:00 PM Proposed Safeway Fueling Facility / Retail Store Kiosk 1207 S. 320th St. Parcel No. 150050-0020 S 317 ST -_ g S 317 S7.r------ 11l- fir. IL- - - S o! -ram - — - --- _ S 321 ST CO s A Site S 322 , . S 324 - r PL PL _ a s3?5 ST S-324 ST.-- - S 324 C7 "Jib. 5T;I �----- V325 > 5T ti File 07-104500-U P / 07-104501 -SE CITY OF 4: Federal Way Z\ 0 700 Feet N CITY OF Federal Way NOTICE OF LAND USE APPLICATION Project Name: Safeway Fueling Facility and Retail Store Kiosk Project Description: Construct a six pump fueling facility that includes two 20,000 gallon underground storage tanks and a 4,264 square -foot canopy, a 1,010 square -foot retail building, two vending machines/storage buildings, five parking stalls, and site improvements in the existing Safeway store parking lot, and requiring Process III Project Approval, with Environmental Review (SEPA). Applicant: Sara Osborne, Safeway, Inc. Project Location: 1207 South 320`h Street, Federal Way, WA Date Application Received: August 13, 2007 Date Determined Complete: August 30, 2007 Date of Notice of Application: September 12, 2007 Permits Required by this Application: 1. State Environmental Policy Act (SEPA) (File # 07-10450 1 -00-SE) 2. Process III Project Approval (File #07-104500-00-UP) Related Permits: Concurrency (File #07-102876-00-CN) Relevant Environmental Documents are Available at the Address Below: X YES NO Development Regulations to be Used for Project Mitigation, Known at this Time: Federal Way City Code (FWCC) Chapter 18 - Environmental Chapter, FWCC Planning and Development Chapter 19, FWCC Zoning Chapter 22 Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWCC; King County Surface Water Design Manual; the International Building Code; Fire and Mechanical codes. The official project file is available for public review at the Department of Community Development Services, 33325 8`l Avenue South, Federal Way, WA 98003. Any person may submit written comments on the environmental and land use applications to the Director of Community Development Services by September 26, 2007. Only persons who submit written documents to the Director of Community Development Services, or specifically requests a copy of the original decision, may appeal the Director's decision. Contact Person: Deb Barker, Senior Planner PO Box 9718 Federal Way, WA 98063 Telephone: 253-835-2642 Published in the Federal Way Mirror on September 12, 2007. Doc. 1D. 42281 0821049188 Federal Way Public Schools 31405 18TH AVE S FES] RAL WAY WA 98003 Q D821049121 BRE/ESA PROPERTIES 731294 100 DUNBAR STREET SPARTANBURG SC 29306 ~o 3 D821049241 PAK CHUN & LI CHON 1300 S 320TH ST FEDERAL WAY WA 98003 h- 0321049082 JOO HO HYUN & KIM YOUNG SOON 1802 PT WOODWORTH DR NE TACOMA WA 98422 Uj N -J W 0821049052 WELLS FARGO BANK 6D1157 PO BOX 2609 CARLSBAD CA 92018 LU 1500500110 HARSCH INVESTMENT PROP LLC163605 PO BOX 2708 PORTLAND OR 97208 in 0 1500500080 HARSCH INVESTMENT PROP LLC163605 PO BOX 2708 PORTLAND OR 97208 rl W u_ a 1500500070 HARSCH INVESTMENT PROP LLC163605 PO BOX 2708 PORTLAND OR 97208 e,' Lo Li- 5 1502600020 MCA ASSOCIATES LLC 6N9999 1120 S 324TH ST FEDERAL WAY WA 98003 0 5 1502600040 LEAV1 T LAND AND INVESTMENT 1570324 PO BOX 1027 216 S 200 W CEDAR CITY UT 84721 ppw� 03 1502600030 CHILDERNS DREAM LEARNING CE469999 1122 S 322ND PL FEDERAL WAY WA 98023 1721049061 JOHN C DAVISCOURT 552701 15615 62ND AVE SE SNOHOMISH WA 98290 1721049086 JOHN C DAVISCOURT 552702 15615 62ND AVE SE SNOHOMISH WA 98290 1721049081 WASHINGTON FIRST INTERNATION 9709 3RD AVE NE #110 SEATTLE WA 98115 1500500010 BRUCE R AND DEBRA E WALLACE 32011 40TH PL SW FEDERAL WAY WA 98023 1500500020 1560 INVESTORS LLC 059999 200 S BROAD ST 6TH FL PHILADELPHIA PA 19102 SA EUIJAY v F� P� ���►' 46 6 5S E WAy PAr,,'GEL # ® NE 17-21-04 Z__w., f W # KING COUNTY ^yr" : ".•H� DEPARTMENT of ASSESSMENTS ns^"••��^^ .,,r..,.. `.°�. ^ - w'u . _--.. rye.. ti-:.----� aic3-!..q-r• -- — " _... — _ -- .-,-... - .- .� --- — _• " - ---—.�,._.�. , r� I r r 4 -1 I r•Xrr r,��: �� •!� �iII t 1 i .Y: ,i= • <l 7a r: �_ fir. e � •.r� _ 1 _ � � � �. l � � • I• f _. �F' i� - rc•`` ..._ NIIU�i[ =Wri '�9.1-Y�' _. T � 1.... -.. .` fI� , }!` r •rot+ .. - - wi ff •;�s�` • . +n,. "" .17 >w. _. f-` ram. 117rTr .,..wp AUG 1 3 2007 CITY OF FEDERAL WAY BUILDING DEPT. e � 89-46-i6 ► .II. � ' 6 Y9-54-79 9 195.4T � _ --7y3.33 Zf n^' I slE.! sl t_19 At 9 At 9234 ' 22 ]•i.Cs ' 73 ].]E 3927I3Pf [291153+ ,f !illl !9 7919.!2' e. FR. 4 89 -46-1Q w ISM. 5-2F-{,'1, EST. E-22-A U. SE—J C1R.:T ! 43]]/263-SO' 45]]l267 �• 173 9 161•17 C 9 om [- KCSP 97703,+AF �jrlw MD ot Bif1 1 �`I 1 ^w-I ,■ I I A0 r i.vIIP i i ow f • i73 i _ cm 7802100s a41f A: - i° 3 I Sc7s6 sr + _ Is q j I ODU 1]!759 SF 311 LC 795 9� 3 91.43•:i L ol_ i - -I- i e r r i wv +o c i i 0Ri0 L 112729 SF w r rr A.6.. _ _ _ _ _ _ — � _ ' 1 9061 L v S`• a ,v So h 428161 SF 9.94 A._ an S. 320TH. ST. ;zr -- ,ay,,v 'I +r a /r/ 2 I r o•rY r, 1 r II I .L.--------- IE—-JL__---- 32 32 -7 I I I I 61' STORN }ik?Eli to RETENTION YA&T i-• I � I16l3] Si \ 1 7.J2 At r II 0Qi1) 43' 9YAIRACF t E'rlt':T` LSYI. 434.11 (P.) J ]1063 5i a �y� rJAf 1� 19 a 3]2-E1 + k ^5 322ND PL. ■''�� Y R• ! � 1 L� o =ba 11 Om r' i R 81-t1-99 F 5YY•+E•iil i'7, I � 1 mm L. A.r. A . JC se CL ••9 i ]L48+) v99a sr i �OG2 ! 'fiE75j ti fA04 •724i nui{ 41 � f . •�w� �i � to '4 3927l396 !Si3/29 ]92/!]9E Y i!•4-1E 7s 1T325, y 39I71499-48' S, 320TI4. ST 45iJ1721-W , M IN i 2YCEr79219'153-12 E-- S0'19EiSsnr- r �— a ` 11 2336r Sr I W40 I � I 4 ■ I , ■ S a 1 13 , � \ I I L__ ' o I 1 1 1' I e�- `10- ! 4 N 4 S66 SF 111{[ 1 v�° 701330 9 1 Sit 11 ! f i i l f14 } i 239,iq 1B.44 AC �911g��1AJ-_—_ 1 , i^ C, SEPA PROMMI lw s 4535i2fi4 +tiara-ra' ]6531� 25213 S< 0m 4a^ - i i `7;BECEIVED N-T. I1 'AUG 1 V 2007 114- I CITY OF FEDERAL WAY -BUILDING DEPT. Proposed Safeway Fueling Facility / Retail Store Kiosk 1207 S. 320th St. Parcel No. 150050-0020 S 324'= == PL ST ` .. .ti s V ) i S 322 CL PL I j S 320*6 2 S 316 PL C- ) V` S 318 PL -- U Q [L 3=1--�—. 5 324 C7� S325 Q l ST- ti File 07-104500-UP / 07-104501-SE FeOF deral Way 0 700 Feet N FILE 1�kCITY OF Federal Way September 7, 2007 CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www. cityoffederalway. com David Dean In Form, Inc. 230 NE Juniper Street, Suite 201 Issaquah, WA 98027 RE: FILE #07-104500-00-UP; COMPLETE APPLICATION /ADDITIONAL INFORMATION REQUESTED Safeway Fuel Project, 1207 South 320'h Street, Federal Way, WA Dear Mr. Dean: On August 13, 2007, the City of Federal Way's Department of Community Development Services received your Process III Land Use application and environmental checklist to construct a fueling facility and retail kiosk at the northwest corner of the existing Safeway property at the above -referenced address. The site is zoned City Center Frame (CC-F). According to code regulations, upon receipt of an application the City has 28 days to determine whether all information and documentation required for a complete application pursuant to Federal Way City Code (FWCC) Section 22-33 has been submitted. NOTICE OF COMPLETE APPLICATION Please consider this letter as a Letter of Complete Application. Pursuant to the FWCC, the application is deemed complete as of August 30, 2007, based on a review of your submittal relative to those requirements as set out in the Development Requirements checklist. A 120-day time line for reviewing the SEPA and Process III applications has started as of this date. The City has 120 days from the date that an application is deemed complete to take action on the application. However, the 120-day time line can be stopped at any time that the City requests additional information as noted below. You will be informed of the status of the 120-day time line when you are notified in writing that additional information is needed. Having met the submittal requirements, your application is now ready for processing. Therefore, pursuant to the FWCC, a Notice of Application will be published in the Federal Way Mirror within 14 days and other public notice will be given based on City procedures. The Department of Community Development Services has responsibility to notify other agencies that may have jurisdiction over your development project or an interest in it. ADDITIONAL INFORMATION REQUESTED The following items are based on an initial technical review of the application by several of the development review team during completeness review. With this request for additional information, the 120-day maximum review time frame is suspended with eight (8) of the 120 days used, and it will be restarted within 14 days of the date of your complete response to this request. Mr. Dean September 7, 2007 Page 2 Public Works Engineering, Kevin Peterson, 253-835-2734 Enhanced water quality treatment (to meet the Resource Stream Water Quality Treatment criteria of the 1998 King County Surface Water Design Manuao is required for the entire site. As currently designed, only a portion of the project site (south side of the building) meets the resource stream protection requirement for water quality. Lakehaven Utility District, Brian Asbury, 253-946-5407 Applicant has not completed and submitted to Lakehaven all applications necessary (Certificates of Availability, application form enclosed) to be able to determine the applicant's requirements for connection to Lakehaven's water and/or sewer systems to serve the subject property. Based on preliminary development review comments only, it appears applicant will simply need to submit applications to Lakehaven for any necessary water and sewer service connections. NOTE: Please be advised that additional technical comments from the City's planning division and traffic department will be available in approximately 30 days. With this request for additional information, the 120-day maximum review time frame is suspended with eight (8) of the 120 days used, and it will be restarted within 14 days of the date of your complete response to this request. When resubmitting requested information, please provide six copies of any plans, and four copies of any reports, in addition to the green resubmittal form. Project Cancellation — Pursuant to FWCC Section 22-34, if an applicant fails to provide additional information to the City within 180 days of being notified that such information is requested, the application shall be deemed null and void and the City shall have no duty to process, review, or issue any decisions with respect to such an application. If you should have any questions regarding this letter or your development project, please feel free to call me at 253-835-2642. We look forward to working with you. Sincerely, Deb Barker Senior Planner c: Kevin Peterson, Engineering Plans Reviewer Sarady Long, Traffic Engineer Brian Asbury, Lakehaven Utility District enc: Lakehaven Avail Cert App — 2007 Resubmittal Form 07-104500 Doc 1 D 42200 1 .� DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 CITY OF Federal Way WA 98063-9718 �° 253-835-7000: Fax 253-835-2609 Fe d i I Wa Nwww.citvoffederalway_mom DECLARATION OF DISTRIBUTION !, x hereby declare, under penalty of perjury of the laws of the State of Washington, that a: 0 Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice•of Land Use Application & Anticipated DNS/MDNS ❑ FWCC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed )9 e-mailed and/or ❑ posted to or at each of the attached addresses on 2007. 1. Project Name File Number(s) C57- f0 �E; O 0 0 t -S C Signature Date___ i-7-07_ K:\CD Administration Files\Declaration of Disfribulion_doc/Last prinfed 1 /8/2007 4:34:00 PM CITY OF Federal Way NOTICE OF LAND USE APPLICATION Project Name: Safeway Fueling Facility and Retail Store Kiosk Project Description: Construct a six pump fueling facility that includes two 20,000 gallon underground storage tanks and a 4,264 square -foot canopy, a 1,010 square -foot retail building, two vending machines/storage buildings, five parking stalls, and site improvements in the existing Safeway store parking lot, and requiring Process III Project Approval, with Environmental Review (SEPA). Applicant: Sara Osborne, Safeway, Inc. Project Location: 1207 South 320`h Street, Federal Way, WA Date Application Received: August 13, 2007 Date Determined Complete: August 30, 2007 Date of Notice of Application: September 12, 2007 Permits Required by this Application: 1. State Environmental Policy Act (SEPA) (File # 07-104501-00-SE) 2. Process III Project Approval (File #07-104500-00-UP) Related Permits: Concurrency (File #07-102876-00-CN) Relevant Environmental Documents are Available at the Address Below: X YES NO Development Regulations to be Used for Project Mitigation, Known at this Time: Federal Way City Code (FWCC) Chapter 18 - Environmental Chapter, FWCC Planning and Development Chapter 19, FWCC Zoning Chapter 22 Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWCC; King County Surface Water Design Manual; the International Building Code; Fire and Mechanical codes. The official project file is available for public review at the Department of Community Development Services, 33325 8`h Avenue South, Federal Way, WA 98003. Any person may submit written comments on the environmental and land use applications to the Director of Community Development Services by September 26, 2007. Only persons who submit written documents to the Director of Community Development Services, or specifically requests a copy of the original decision, may appeal the Director's decision. Contact Person: Deb Barker, Senior Planner PO Box 9718 Federal Way, WA 98063 Telephone: 253-835-2642 Published in the Federal Way Mirror on September 12, 2007. Doc I D 42281 ' {9f7 2007) Tamara_Fix-Re: Legal Notice From: Teryl Heller <theller@fedwaymirror.com> To: "Tamara Fix"<Tamara.Fix@cityoffederalway.com> Date: 9/7/2007 2:19 PM Subject: Re: Legal Notice Attachments: Part.001; 24660371075.DOC Thanks, Tamara. Will do. Have a good weekend. Teryl Heller Federal Way Mirror 1414 South 324th Street, Suite B210 Federal Way, WA 98003 (phone) 253-925-5565 (fax) 253-925-5750 On Sep 7, 2007, at 2:15 PM, Tamara Fix wrote: > Please publish the following legal notice (Safeway Fueling NOA, > 07-104500) in Wednesday's (Sept. 12, 2007) issue. > Please furnish an affidavit of publication. > Thanks. > Tamara Fix > Administrative Assistant > City of Federal Way > PO Box 9718 > Federal Way, WA 98063-9718 > 253-835-2602 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: August 13, 2007 TO: Will Appleton, Development Services Manager Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire and Rescue FROM: Deb Barker FOR DRC MTG. ON: August 30, 2007 FILE NUMBER(S): 07-104500-00-UP, 07-104501-SE RELATED FILE NOS.: 07-12876-CN, 06-102572-PC, 00-103127-PC PROJECT NAME: Safeway Fuel Station and Convenience Store PROJECT ADDRESS: 1207 S 320TH ST ZONING DISTRICT: CC-F PROJECT DESCRIPTION: Process III and SEPA review of proposed new fuel facility with 6 double sided gas pumps, 1,010 SF retail convenience builidng and a vending machine /storage space "kiosk", 5 parking stalls and site improvements within the existing Safeway store parking lot. LAND USE PERMITS: Process III, SEPA, Concurrency PROJECT CONTACT: Safeway Inc Real Estate Dept. Sara Osborne 1121 124th Avenue NE Bellevue, WA 98005 425-637-2267 (Work) MATERIALS SUBMITTED: See attached list 08/08/2007 14:24 4256372266 REAL ESTATE PAGE 02/02 AUG-07-2007 TUE 03:00 r,. CRAFT ARCHITECTS sent By: In Form, Inc-; 4260212BBD; RECEIVED AUG 1 3 2001 t9[1"1 Op A CITY OF FEDERAL WAY Federsl Wr T ILDING DEPT. FAX NO. Aug-7-07 -8:17A11; P. 03 Page•3/3 MASTER LAND V38 AVPLICAT.i:pN 33321 B' AYMUV SMh Fodunl wry WA 92063A71B M-999.24o9F Fat UM15.35fl0 APPLICATM No(s)Dxbe 3 a �� s �o � � 20 IV v wA lro� Adarvss4Axae(on g Terce13V1smberMl 1600 000 cctDeeallsllvq ao"'smi1.J 0 L.� .. . a...� r. s. %w-. . ftni x 3r_ RrjiL0tJ4 IM - k 64FEWW V 'hype dPam It Itcgoired Anrsnrtrm "`� ��nd�rl�eA4Jwtsnenl '"'�' I�ecd �urfietl}'iodl{I�rton LAI um Min►lu ion Px2mlilMOM War"" Pmaem I (Dlie�ALAr+ o r=M& a (3ftron Wow) Proaeu lit (MionAx""o Praoe�5i IV (9obing Fnmtnro D-ig6) r" h'.ew V (Qou. -T dd s'Mw & � YtA VI SVPA DW Slm bnet Yeritonorw=dtcoul T]rr 9honSubdWon — Subdts3Won �vulence: Cammc iei/Wdenilol Requital L*rmstioa c- C. 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ISJ ?37--Sb s;�pp cL uuilKia ND03 -Agpl it 2004 �+a�rbolT 08/13/2007 15:39 FAX. 8564889776 GROWTH CAPITAL 08/08/2007 14:24 42563'•'16 REAL ESTATE IM002 PAGE 02/02 AUG-07-2007 TUE 03;00 en CRAFT ARCHITECTS - FAX N0, P. 03 sent By: In Form, Inc,i 4266218990; pup-7-07 -9:17AM; page-3/3 RECEIVED MASTER LAND USE ArPLICATI01N vrFrwxnra{r �"'�"'' otsys�nr�rls5xssv,rrx AUG 13 2007 33325 a AYM% a Saab po sex 071E C" OF TY OF FEDERAL WAY FedxelW4y WA 990 63 4n 1R Federal Ways BUILDING DEPT. 753.433•N+6YmzsbRm13Sw-= APPLiGTMNOM 7 ` t ot--( 00 7rorect-NAme Ey5 tarsal Numbafm 15 D 0 5O O D cctDeralp!!op Gd��1G C1+.3 ❑ q L•� �+� ., .. .....� roo A,. l,.-, ^ <l 3G RYj 1 L.J:ir,}6 I" g k IS4I PC ZTA Type of pwmft Itcquired _ Anomsfim sindin1F60 plan 9m KIETi1 oA41ustmml .� Comp plt*aliaemm 1..os Give $lirsdaaslnn �Arralrplisx4iw Cc�fares+� grotoa lt[Hsec9oraADA�'AI] �teal if (g�pysapmraow} pxbeaeal 11[ (P�ed Anpear� , 4mvos3lY (Hwin6Examfa��Xfoois:an} Yi .�Av#Mjbar &SPA Only 91rwhna: Vn1^imft ondwonAl the Shan 9ubdiviaim — subd WWoo —Varianost: Commucia}I Wdearlai RequhW b brmaOm G- G' �vn�� peel;paotina ime�vsrPlenDerl�aa0lte orow sim rmpaowass �Yelua otProlaeed inWovaocM tlaeaaotlo s j2uMiatCode hack Oaeupnncy TYj* Coa►sos wm 1y'pa Ap}allcllnt N�aaa: � � �$a RA•1� / 5�� '�J/ 11JL• '� �CA�•� MUM; IIZI �tY/Sttnor gw-LyvG W L atone: fr4z 5) � 37-�.-a6 7 S*etuk -a cat iLl vwx - 7=9f FOR dliLfitil Nam: cAwr / G MAsr AYMV PC /isurrf, 4 Cl lq/ro1 s• I S Arn-e WAV 7}� eh vac mos) �3o-'7r�A1 Fes: rz'od) 73C - za4I Pnvu7: �.,. rp slv.ra �,IRL�►Q14�.�T��'i'S • a� Aal 'ICE 13 E "LIV V G / F Zip. Fhaac - 37-' 3$�O' ox:- lzls) 7UI - -�550 GL 1101hie poo3-Anwm 19, 20M raAeAPorY kV3�monnnll�rxrLand [Jw nprllnusa� Lfs� sz(9���3� July 27, 2007 RE: Job Number 105032 Safeway Fuel Project #1555 Federal Way, WA Parcel No: 1500500020 PROJECT VICINITY MAP 1207 South 3201h St. Federal Way WA, 98002 j 5 345th PI I ' Ster! Wke $ 3it6tli Pl 5 3C9th PI �} N\j. t Sr. n n teel S 312th 5t Federal Way Lake "+. S 3L +i (A 5 313th St a Park w v, s 315th 5t vs S 316th St 5 315th Ln 50 — S 316th P1 5 30th St 'K '. 11 ry 5 320ih Si 1324th St h n .gym E =i l _I `" Ca,irmerns �s[� i S 324th PI Federal Way' - — c►r a 324[ts St IMri ed Feat Way - 1 SITE 325thS, tt g 3271b IL" � ! g ,I ,p ,r f3elmor Par& S 327tt St I • �� '3�a� o'� Celetrrndio� cell Course I- S of park S 328ih PI i l.• S 5 33,41) 5t 5 332.nd Si 4' S�SySO ems, + • - •.. - _ h5X r 1T-� se 5 33�t 5.' 1 r� e 5 336th st th !n'r RECEIVED AUG 13 2007 CITY OF FEDERAL WAY BUILDING DEPT. FINAL TRANSPORTATION IMPROVEMENT PLAN (TIP) - 2008 TO 2013 Map CAPITAL PROJECTS Pro ralo Share contributions ID — Location Description 200E TIP Cost ($1,000's) Horizon without Project Volume New Trips Horizon with Project Volume Cost Per Trip Total Pro -Bata !a City Center Access Phase 2 A n Stud - Environmental analysis to improve access to Ci Center 3.500 6008 10 6018 $ 582 $ 5.616 1b City Center Access Phase 3 Add 2nd SB left-lurn lane, 3rd SB right -turn lane 2.850 5623 10 5633 S 506 $ 5 059 1c I Cih, Center Access Phase 4 Widen S 320th St bridge over 1-5. realign Ipo ram and NB off -ramp 20.621 6008 10 6018 $ 3.426 $ 34264 2 SR 99 HOV Lanes Phase 3: S 284th St - SR 509 1 Add HOV ianss:2nd SB f I•tum binc Lm2fi81h, Install raised mMwn. 519nai 0 SR 500 @ RD&hdo Wy S w11h Inlsrconnect to 111h PI S 4.414 11 SR 99 S 284 St - S 288 St 1 033 3316 2 3318 $ 311 $ 623 R 99 S 288 St - SR 509 2,067 3346 3 3349 $ 617 S 1,851 $R 99 P SR 509 SR 99 @ SR 509 161 3835 3 3838 $ 42 $ 125 SR 99 SR 509 - 1B Av S 1-033 2824 3 2827 $ 366 $ 1.097 SR 509 SR 509 16 Av S / Redondo Wy S 120 1917 0 1917 $ 63 $ 3 S 3481h St: 911, Ave S - SR 99 Add HOV lanes, 2nd NB left -turn lane on SR 99, install raised median, under round utilities 7,762 .8 S 348 $1 @ 9 Av S 1 A83 3751 0 3751 S 289 $ S 348 St; 9 Av S - SR 99 6.137 2976 0 2976 $ 2-062 $ S 348 St SR 99 542 5612 P. 5614 $ 97 S 193 9 S 320th St @ 1st Ave S Add 2nd NB, W B left-lurn lanes, W B right -turn lanes, widen 1st Ave S to 5lanes to S 316th St. 12 600 S. - B320SI@ 1 Av S 8.216 5347 11 53581S 1.533 S 16,666 1 Av S: S 316 Sl - S 320 SI 4.384 1907 2 1909 $ 2297 $ 4,594 SR 99 @ S 3561h St Add W B thru lane. EB. NB left -turn lanes 7,518 422E 4230 $ 1.777 $ 3,554 S 3201h Sk BlhAve S - SR 99 Add HOV lanes, install raised median, underground utilities, illumination 16,523 3 S 320 S1 @ 8 Av S 68B 4005 14 4019 $ 171 $ 2,396 S 320 SI: B Av S -10 Av S 4.716 3849 14 3863 $ 1.221 $ 17.090 S 320 SI: 10 Av S - 11 PI S 4,7i 6 3670 14 3.684.5 1.280 $ 17.921 S.nostp 11 PIS 688 4015 14 4D29 $ 171 $ 2,390 320 511 11 PIS - SR 99 4,715 3062 0 3062 $ 1,540 $ 7 S 3281h Sty tsl Avo3 Add W B, SB ri hl-turn lanes. 2nd EB, W B left -turn lanes 5.400 4432 0 4432 $ 11.218. $ 8 101h Ave SW / SW 344th St: SW Campus Dr - 21 st Av Extend 3-lane collectors. sidewalks, street lights - - - 12 Av SW g SW Campus Or 1,037 3845 0 3845 S 220 $ SW 344 St: 12 Av SW - 17 Av SW 2,63E 31 0 31 $ 559 S W 344 St 17 Av SW - 21 Av SW 1.7591 31 0 31 $ 373 $ 9 lal Ave S @ S 32801 GI Install raised median. improve access at 3281h 11,8001 2481 2 2483 $ 725 $ 1,450 10 S 380ih $to 201h Ave S Add 2nd left -turn lanes EB. W B 5 760 3765 17 3782 $ 1.523 $ 25.893 11 2151 Ave SW 9 SW 33fith St Add 2nd left -turn lanes all approaches, W B right -turn lane 12.34fi 495E 2 4960 $ 2,489 $ 4-979 12 SR 99 HOV Lanes Phase 4: SR 509 - S 3121h St Add HOV lanes, install raised median ; SR 99- 18 Av S - S 304 St 8.316 2933 4 2937 S 2-831 $ 11-325 R 99: S 304 SI - S 308 St B-316 3005 5 3010 S 2,763 $ 13,814 SR 99: S 308 SI - S 310 St 4.158 2857 3 2860 $ 1.454 $ 4.362 R 99: S 310 St - S 312 St 4,15E 2697 3 2700 $ 1.540 $ 4.620 13 SR 99 O S 312th St Add 2nd NB lott•iurn lane 8.568 4104 B 4112 $ 2-084 $ 16.669 14 SW 3121h St @ SR 509 Add EB. W B left -turn lanes 3,69 2079 0 2079 $ 1,778 $ 15 S 356th SL SR 99 - SR 161 Widen to 5lanes, bike lanessidewalks, illumination 0,71 . 6 :ommenM 3ased on volu 3asod on v01u 3a ed on volu 9a5ed on voiu SR 161 S3%SI 2000 3325 2 3327 $ 601 $ 1.202 S 356SI: SR 9S-SR 161 6.712 1230 0 1230 $ $,455 $ 16 S MAIN St 0 28111 AVe S Add NB ri ht-turn lane. signal 2.146 1402 0 1402 S 1.532 $ 17 S 352nd St: SR 99 - SR 161 Extend 3lane principal collector and signal at SR-99 5.200 $ SR 161 @ S 352 St 1.000 3330 2 3332 $ 138 $ 276 S 352 St SR SS- SR 161 3.900 239 0 239 $ 538 $ $R 99 0 9 352 St 300 2360 2 2362 $ 41 $ 83 le SW 020th S! 21 st AvaSW Interconnect to 26th Ave SW with the addition of a 2nd W B left -turn lane 4.320 4153 4 4157 $ 1.039 $ 4.156 19 S 320Ih St: 1st Ave S - Blh Ave S Add HOV lanes, ins128 raLwd median 15" $ 320 St: 1 Av S - 5 Av S 7-762 3579 11 3590 $ 2.162 $ 23.783 S 320 St: 5 Av S - 8 Ave S 7 761 3819 12 3831 $ 2.026 $ 23.299 20 Mililg itd Si 5 Star take Rd - S 288m Si Widen to 5lanes. sidewalks street li his 13.068 - MIblary Rd 5 e S Slar lako Rd 360 1986 0 1986 $ 181 $ Mffitaiy Rd S : S Star Lako Fld - S 294 St 6-860 1789 0 1789 $ 3.834 Military Rd S: S 284 $1- $ 288 St 59488 _ 1766 0 1766 $ 3,105 $ Milita9f Rd S @ S 288 St 360 3106 1 3107 $ 116 $ 116 21 SW 320th SI @ 4711ft Ave SW Instal Traffic signal 360 1336 0 1338 $ 269 $ 22 S 312th St 0 281h Ave S Add SB right -turn lane 540 12741 0 1274 $ 424 $ 23 SW 336th Wy I SW 340tb SL 2fith PI SW - Hoyt Rd Widen to 5lanes 1S.31 S SW 336 51 LEI 26 PI SW 360 2574 0 2574 S 140 $ SW 336 WY: 25 PI SW - SNI 337 $1 2 613 2442 0 2442 $ 1.070 SW 336 WY: SW 337 St - SW 340 Pl 1 743 2325 0 2328 $ 750 $ SW 340 St: SW 340 PI - 30 Av SW 872 2254 0 2254 $ 387 $ SW 340 St 30 Av SW - 35 Av SW 4 356 2450 0 2450 S 1,778 $ SW 340 St @ 35 Av SW _ 607 2964 0 2964 $ 205 $ SW 340 St: 35 Av SW - 38 Av SW 3.484 2040 0 2040 $ 1.708 $ _ SW 3605 t � Rol Rd SW Subtotal Capital Pro eats 1?77 2986 0 2986 $ 428 $ 207,925 n t r. S 149 887 Adopted 18-Jul-2006 by Resolution 06-461 3ased on volu 3ased on volu 3ascd on volu 3a,ed on volu Ta. _ 2 - Safeway Fuel Concurrency Su ,unary Worksheet Project Name: Safeway Fuel Project File No. 07-102876-000-CN PW Traffic Staff: SL Date: August 29, 2007 Intersection 2008 Background ! LOS 2008 With -Project', LOS Conditions ! Standard LOS V/C Met? Conditions ; Standard LOS ! V/C Met? ID tNorth-South Street I East-West Street 251 'Pacific Hwy S _ 1S 276 St A 0.39 ;. Y A ; 0.39 ;. V 451 ,Pacific Hwy S _ •16 Av S _%- 0.77 k -,-i� . I 0.77 --r--------- _ lr: -- 750 Pacific H S ,S 283 Pl 0.4 0.4 Y 1050IP_a_cific_Hw� S S 288 St C ! 0.62 ;• Y C ! 0.61 1_ Y 1051118 Av S- _ __-_-�_ _ 1S 288 St A 0.23 'Y _- A0.23 1052,20 Av S IS 288 St 0.33 t. Y..0.33 ' Y 1053121 Av S 1S 288 St i 0.24- _ V 0.24 ;.... � lI - - -^ _ j 1056 Milita Rd S :S 288 St D 1 0.81 Y D 1 0.81 Y 10581Camelot Dr S :S 288 St 0.31 F : V:-� - 0.31:�_.:Y_ 1059 30 Av S 1S 288 St 0.3 Y... 0.3 1061134 Av S S 288 St A _ 0.37 1 :::Y:: --Fr:-,-�- „-- ----r- A ; 0.37 t Y ---------- F--- --------1__...._____ +------------ 1651 tPacific Hwy S S Dash Point Rd ----- - -�- -------_._L_0:4_ ----------r-----------;=----------=- 1751(Pacific Hw�S _ 18 Av S ..�.-------- ---- k,:.__�r__v _ ----_---�-- 0.48--- 2051 !Pacific Hwy S - S 304 St -_________-__ _ B -_ ! - 0.59�ty Y - B --^ 0�61- '- Y 2250! Pacific H S S 308 St B 0.57 t -- B _ 2350 Wacific H S i S 310 St_ ! 0.31 2535;8 Av SW 535 _ _ _ =SW 312 St _ 0.22 - Y. .. = 0.22 ! Y .._ __--------- 2540' 1 Ave S IS 312 St --------�- -. _._.---A---.v....-- E I 0.83 t Y ---------- -- E ^^�1 0.83 V _ 254518 Av - -w- IS 312 St A _ !- 0.56 1 ...•7` . A ? 0.56 Y.. . _S _ 254618 Av S 1S 312 St A 0.58 Y _ A ! 0.58 ^-r^--------+- -' 2550TPacific H w S ._ T^----------------------w� :S 312 St .-_.•-^�---------- - D 0.81 r r - 27501 Pacif c- H S S 316 St B 1 0.61 Y B 0.61 1 ------ Y ------1 284618 Av S :S 317 St 0.06 s Y0.06 --- - -_ __... 2855123 Av S ' S 317 St_ ------------------1- B 3015 42 Av SW _ ,SW 320 St 0.31 t Y 0.31 V 3022130 Av SW SW 320 St W ; 0.45 , .. '' .._...^4.____�__________� •'�'' 3025126 Av SW i SW 320 St _.4-__.--_-_�___ A 1 0.39 r. . - '___ -l'... - : A i 0.39 !.. Y. --t---•---._. 3028-'21 Av SW -.---•------ iSW 320 St ---------;-------- y._-. D 0.86 ; ------ V -^-^----}----------;---'.,......I D i 0.86 i Y _ _ _ 3031 14 W SW ISW 320 St -; 0.64 Y 0.64 3032113 PI SW ] SW 320 St I 0.49 t-.. Y - - 1 _ _0.49 ; SYr- _ 3034110 Pl SW- jSW 320 St 0.55 0.55 ! 303617 Av SW !SW 320 St "0;59^ !. w_ Y __ «^ 0.59 - 303_716_PI SW !SW 320 St 0.5 1, Y ... 0.5 j Y. _ •"^'r-------- 3040 l Av S ---------------- IS 320 St __ -• ^-r-----___�__w.-pus- D� 1 0.83 -----'-r--------�^_; « D t 0.87 Y--- .___-- .304315 Av S IS 320 St ------------ -_...._��_ �.. -- - 1 0.42 1 .. Y . .. --------_-------_-_-;...� i 0.42 { ----------- ----- ---- --� . Y� „---;-� -------I-----------•--------- - ----- 304618 Av S ,S 320 St -......... .r^.------}�----„_-- C �C _ PI S S 320 St C I 0.77 Y ; 0.77 Y .3048111 -- t-----_-_ ... 3050 iPacific Hwy S S 320 St .�.__....__-^E------------ - C ^�_ 0.78_ 1. - Y ------ ----i---------- C 0.78 Y_•_ . ------- - Y. - .. w.: --- __ 3052 t 20 Av S _ _ _ _ _ - 320 St - C �_ 0.65-«-^ 0.65� Y 3055123 Av S IS 1 S 320 St D 0.87 1 Y D ! 0.87 ! Y 3056tGatewa Blvd S !S 320 St B ! 0.84 1 Y B ! 0.84 ! Y 30571I-5 SB Ramp- �- S 320 St _ _C i 0.7 s _ Y _ C`t 0.7 3058,,l 5 NB Ramer :S 320 St B 0.67 t`. - Y . B 0.67- _ 3060132 Av S ,�-•^« 1S 320 St ------- ^ A 0.59 5., - -- - Y A 0.5_7 Y _ «0.67 3061 !Weyerhaeuser WIS 320 St _W-- B-- _ 0.67---in---, V -� I B _j - �•- 3064!Militar� Rd S 1S Peasle� Can Rd 1.09 N 1.09 I« N _ 3119136 Av SW _ ---------------«... ,- -.-SW 320 St - - fSW µF- _ 0.34 ----- --�_- --: Y ---- -F- 0.34 ---------F-----------�r-- 1 Y - - - 31201 SW 323 St 320 St 1 0.27 Y. - 0.27 Y. - 3128 21 Av SW_, _--SSW 323 St 0.22 r �' . 0 22 L:\DEPT\PW\TRA\Concurrency\07102876_Safeway_Fuel\LOS Summary Worksheet.xls 1/2 ID !North -South St 3165_,. S Peasley Cyn 3348 I 11 Pl S 3350',Pacific Hwy S 3428;21 Av SW_� 3440 ;1 Ave -S 345117 Av S 354011 Av S 3550-:�.P-.acific Hwi S 3628-t�21 Av SW 3637€6 Pl SW - 363813 Av SW _ 3640011 Av S M 3650Pacific HwYy S 3828121 Av SW _ 3842 1 Wy S_w 38501,Pacific Hwy S 3934? 10 Av SW .3942;1 WY S _.._.._ 394619 Av S 4028121 Av SW :404311 WL S .4046 , 9 A v S .40501 Pacific Hwy S 424211 WAS_ ,4250Pacific Hwy-S .4328121 Av SW 4332;12 Av 1 SW _ 4341,WyS»...... 4350116 Av S _ 4441 11�P1 S _ 45281,21 Av SW 4549 !Pacific Hwy S 4550 : +-16 Av S - - 4848 I Pacific Hwy-S 4850116 Av S -r------------- --- 5050 !Enchanted Pk 5246 i Pacific H S 5250' 16 Av S 5251 ! Enchanted P 5345IPacific Ha 56521'Enchanted Pk 59541Enchanted Pk rsection Street Rd ,S 321 St _ 1 S 324 _€ S 324 St r 'SW 325 PI _ ;SW 325 P1 ;S 324 St St - - 328 -- 1 S 328 St .._--I---- -------- -..----- !SW 330 St +------- ----- --___. SW 330 St r___'SW 330 St SW 330 St S 330 St 1SW 334 St - S 333 St IS 333 St ?SW 334 »--mil S 334 St j 8 Av S SW Campus Dr S 336 St `S 336-St S 336 St -----ISW 340-St ' S 340 St 'SW 342 St SW 340 St -----_IS 342 St ! S 341 PI ! 1 W S ------------ SW 344 St l S 344 St IS 344 St S 348 St _,-•�ISR 18 ��---- �w SIS 352 St _ S 356 St IS 356 St' S S 356 St _E S 359 St _ SIMilton Rd S wvS;19WvS 2008 Background 1 -JS Conditions Standard LOS I V/C = Met? 2008 With -Project LOS Conditions 3 Standard LOS ; V/C Met? B t. i 0.76 Y _B -0.77 D F 0.62 ]" D I 0.63 ! Y ---- A� Oy42--.-Y.---- -W A-- 0.42 -- -- -yY _ ---i Y 031- ------4---------031---�----� ! 0.45 -- -_ -A ' 0.44 F Y 0.44 Y ! 038 t Y 0.44 ! -�0.26 Y 0.41 _ Y: . Y --- C I 0.85 ------ Y _ C 0.85Y B 9 Y'_-_ B ! 0.49 ! Y .` A _ -- 038--- ".-rel'._- �- »-- - » 038--1•---- ------- - _ --- - « . _-------�-- 0.47 �.. ---- - Y ------------ A i 0.47 f -- N. -- ----- -- _ _ _ -- - -- _ 0.35 - -- - - - Y� 0 35 - ----------=-------- -=-------- . 059 1 Y 0.59 Y 039 Y ------ --- ---tF_.;1_---N.. ---_ - F�1. 1 it_ _ 4-- ---�._-__ 44----l-Y---.-_-.- D ! 0.85 V. D 1 0.85 C 0.73 1 �.----------------- V. C 0.73 .._ ..------ Y :: -- -- _ f---- ----- ._.._0.49» D 0.56 F Y.. B 0.56 - 0.39- ! y---0.39 Y: --- - _- - 031._. #�. Y 0.31 56 - --------- A 031 Y: -----------;------;---------- A 031 A V:.. . A 0.34 (_;. Y:- -----------------0.34 . --«_. B f 0 53---r-- Y- - B 0.54--; _.. ------� Y - --- ---1 --- -_ - C t 0.81 V C 1 0.86 Y --D-- __-D- ! 0.87 Y 1 0.87 1 Y ------i------- --F- - _ 59 C 0.Y: --- -- +----------� C I 0.59 --r- _- --------59 p --1:-- -- -- 0.87� . Y D 035 != D i 0.35 I Y C 0.78 , C 0.5 . -- - 0.38 B i- 0.49 c.•. _Y B 0.49 -- �. 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P Q aPQ 0 0 0 0 x e PO P t pO r 1 / G P P PIP e ! P{ e I o f p Q va ! q tt I S i r Q ! 6 L [ 1 �•c c I 0 �cl r n t D qa t O n a o � a O 0 i 1 P G P o . Q ro 0 a 6 p 0 _ vo do 9 0 o D a ate_. 0 O 0 a o r Q 0 0 qP t P Pq1 t E Pa so ❑ d d ° d a ° Q ❑ a d o-� o a 0 ! Q r P O a a ° a p �o � a 0 a I p 0 0 a a e p +l 0 iq o 7 a pe Q a 0 p 0 v ° o1p v r9 � ❑ _ o 1 e - q C 1p 'r s J s� r s 7'4 x z x x r� a r i, •��[ s = a a pP � � r r r pa ° � n tx 1 5 a a I Ive I 5 ai � 1 ❑ v l l ! a r 0 � o�p I d I ° o p v P Q v v v� P a ° FINAL TRANSPORTATION IMPROVEMENT PLAN (TIP) - 2007 TO 2012 Traffic Mitigation Summary Map CAPITAL PROJECTS Pro-rata Share Contributions ID" Location Location Description 2007 TIP Cost Horizon without Project Volume New Trips Horizon with Project Volume Cost Per Trip Total Pro-Rata Is City Center Access Phase 2 Desion Study, Environmental analysis to improve access to City Center 3.500 5894 10 5904 $ 593 $ 5,929 1b I City Center Access Phase 3 Add 2nd SB left -turn lane. 3rd SB ri ht-lurn lane 2.650 5516 10 5526 $ 516 $ 5,158 1a City Center Access Phase 4 Widen S 3201h St bridge over 1-5. realian loon ramp and NB off -ramp 11.600 5894 101 5904 $ 1,999 $ 19.986 2' SR 99 HOV Lanes Phase 3: S 284th St - SR 509 Add HOV lanes, 2nd SB left -turn lane @ 288th, install raised median, signal @ SR 509 @ Redondo Wy S with interconnect to 111h PI S 21,400 3' S 348th St, 91h Ave S - SR 99 Add HOV lanes, 2nd NB left -turn lane on SR 99, install raised median, Under round utilities 4.300 $ 109 4' S 320th St 1st Ave S Add 2nd NB, W B left -turn lanes, WB right -turn lanes, widen 1 st Ave S to 5 lanes to S 316th St. 6.374 $ 11,062 5 SR 99 @ S 356th St Add WB thru lane. EB. NB left -turn lanes 7.518 41531 2 4155 $ 1.810 $ 3.619 6' S 3201h St: 8th Ave S - SR 99 Add HOV lanes, install raised median, under round utilities, illumination 6.765 $ 17.680 7 S 3461h SI @ Ist Ave S Add WB. SB right -turn lanes, 2nd EB, WB left -turn lanes 2.430 4356 0 4356 $ 558 $ 8' 1 Oth Ave SW / SW 344th St: SW Campus Dr - 21 st Ave SW Extend 3-lane collectors, sidewalks, street li his 8,63 1 $ 9 1 st Ave S @ S 328th St Install raised median, improve access at 328th 459 2433 21 2435 $ 188 $ 377 10 S 3201h S[ 2 201h Ave S Add 2nd left -turn lanes EB, WB 1.482 3695 15 3710 $ 399 $ 5,991 11• 21 st Ave SW / SW 357th St: SW 35611h St - 22nd Ave SW Extend 2-lane col eclor. signal modifications 1.155 $ 12' SR 99 HOV Lanes Phase 4: SR 509 - S 3121h St Add HOV lanes, install raised median 19,400 $ 27.046 13' SR 18 @ SR 161 Add EB, WB right -turn lanes, 3rd WB left -turn lane, 2nd NB right-lurn lane, add 3rd lane on SR 161 SB to S 352nd St 1,737 $ 549 14 SW 312th S[ 0 SR 509 Add EB. WB left-lurn lanes 1.202 2038 0 2038 $ 590 $ 15' S 356th St: SR 99 - SR 161 Widen to 5 lanes. bike lanes. sidewalks. illumination 5 979 $ 1.224 16 S 304th St @ 28th Ave S Add NB ri ht-turn lane, si nal 393 1375 0 1375 $ 286 $ 17' S 352nd St SR 99 - SR 161 Extend 3 lane principal collector and signal at SR-99 5,200 $ 361 18 SW 320th St @ 21s1 Ave SW Interconnect to 261h Ave SW with the addition of a 2nd WB left -turn lane 1.748 4072 41 4076 $ 429 $ 1,715 19' S 320th St: 1st Ave S - 8th Ave S Add HOV lanes, install raised median 6.763 $ 20,917 20' Military Rd S: S Star Lake Rd - S 288th St Widen to 5 lanes sidewalks street li hts 5941 $ 361 21 SW 320ih SIQ 471h Ave SW Install traffic signal 360 1314 0 1314 $ 274 $ 22 S 3121h St @ 28th Ave S Add SB ri ht-turn lane 136 12501 a 1250 $ 109 $ 23' SW 336th W / SW 3401h St: 26th PI SW - Hoyt Rd Widen to 5lanes 7.377 1 1 1 1 $ Subtotal Capital Projects 134,901 TOTAL $ 140.343 XX' See detail pro-rata share breakdown calculations Adopted 18-Jul-2006 by Resolution 06-481 Commercial Subdivision (BSP) followed by Construction Boundary Line Adjustment (BLA) followed by Construction No Lot Reconfiguations, Construction only Water Quality Only the site parcel is subject to water quality Only the site parcel is subject to water quality Subject Site is subject to water quality Water Quantity (Detention) Vested. No improvements required Vested. No improvements required Vested. No improvements required ROW Dedication (320th) Required along subject site frontage. Required along parcel frontage only Required if 25% threshold is triggered ROW Dedication 11th Required along subject site frontage Required along parcel frontage only Required if 25% threshold is triggered ROW Construction (320th) No No Prorata Share contribution if threshold triggered ROW Construction 11th Yes Yes Yes, if threshold triggered Pro Rata Share (320th) Yes ✓ k,, ✓ Yes Yes, if threshold triggered �ru..kty. i1Q —SR��i 17a1Cc. 7 Pro Rata Share 11th) No No No 71 Concurrency lRequired lRequired IRequired Subject Site: Lots 2&3 Site Parcel: the parcel created for the gas station site only. Improvements: 11th PL S improvements would include expanding the north bound lanes to three lanes, two deicated lefts and one through/right turn. The street widening would extend the entire length of the site parcel and frontage improvements (curb/gutter, planter strip, sidewalk .etc would also be constructed. Regardless of which option is selected, the buildings must be set back from future ROW. Ftranspor-tation.inc. TECHNICALMEMORANDUM Project: Federal Way Safeway Fuel Station #1555 RECEIVED Subject: Trip Generation and Site Access Analysis AUG 1 3 2007 Date: April 23, 2007 CITY OF FEDERAL WAY BUILDING DEPT. Author: Laura Van Dyke, P.E., P.T.O.E, Michelle M. Brown This memorandum summarizes the trip generation and site access analysis for the proposed Safeway fueling facility to be located within the Federal Way Safeway shopping center. The City of Federal Way has recently adopted a new concurrency process. This process includes City staff performing several transportation analysis tasks that were previously performed by transportation engineering consultants. However, for this project, City staff requested trip generation information for the proposed project, analysis of the site access points, and on -site queuing analysis. The City will use the trip generation information to determine if the project meets the City's concurrency requirements and to determine the transportation mitigation fee for the project. This memorandum includes information about the proposed project, project trip generation, background traffic volumes, site access operations, driveway sight distance, on -site queuing, and mitigation. 1. Project Description Safeway is proposing to construct a fueling facility within the parking lot of its existing store in Federal Way. The site is located on the southeast comer of the S 3201h Street/1 Vh Place S intersection. The proposed fuel facility would have six gas pumps, a small kiosk with restrooms, and six parking stalls. Each of the six gas pumps would be able to fuel two vehicles, for a total of 12 fueling positions. The small kiosk would house one employee to answer questions, receive payments, and monitor station systems. The fueling facility is expected to be operational by the end of 2007. The site plan is shown on Figure 1 (attached). There are four existing site access driveways serving the Safeway shopping center —two on S 320`h Street and two on 11`h Place S. The two driveways nearest the proposed Safeway fuel facility —the westernmost driveway on S 3201h Street and the northernmost driveway on 11`h Place S—are expected to accommodate the majority of fuel station trips. No new site access driveways are proposed with this project. The City of Federal Way has requested that a pork -chop style median be installed at the westernmost site driveway on S 3201h Street to prohibit left -toms out of this driveway onto S 32e Street. Fuel trucks are expected to enter the site using the westernmost driveway on S 320`h Street and exit the site using the northernmost driveway on 11`h Place S, as shown on Figure 1 (attached). Federal Way Safeway Fuel Station #1555 Trip Generation and Site Access Analysis 2. Trip Generation PM peak hour trip generation for the proposed fuel station was determined using the equations presented in Trip Generation (Institute of Transportation Engineers (ITE), 7th Edition, 2003) for gas stations (Land Use 944). There are two sets of equations presented, one set uses the amount of traffic passing the site as its independent variable and the other set uses the number of fueling positions. The City of Federal Way requested that the average of both of these methods be used to calculate the PM peak hour trip generation for the proposed Safeway fueling facility. Trip Generation does not include information to estimate daily trips for a fueling facility based on traffic volumes passing the site. Therefore, daily trips were estimated based on two articles presented in the ITE Journal. One article, Trip Generation Characteristics at Gasoline ,Service Stations Japan K. Datta and Paul A. Guzek, July 1992), found that daily trips at fueling facilities are approximately 14 times the trips generated by the fueling facility during the PM peak hour. Another article, Transportation Characteristics of Convenience Stores with Gas Pumps (William E. Tipton, Sr. and William E. Tipton, Jr., June 1990), describe trip characteristics at a similar land use (convenience stores with gas pumps) and found that daily trips were approximately 15 times the number of trips generated during the PM peak hour. For this analysis, daily trips generated by the proposed fueling facility were assumed to be 15 times the PM peak hour trip generation for trips passing the site. This is a conservatively high estimate of daily trip generation based on the information in the articles described above. The result from using this method was then averaged with the daily trips calculated using the number of fueling positions as the independent variable. In 2006, about 3,230 vehicles passed the existing Safeway driveways — 2,720 vehicles on S 320'h Street (1,515 westbound, 1,205 eastbound) and 510 vehicles on 11 b Place S (310 northbound, 200 southbound). These volumes are shown on Figure 2 (attached). Since the proposed fueling facility is expected to be constructed and operational in 2007, future traffic volumes were used to calculate the trip generation. Approximately 3,330 vehicles would pass the Safeway driveways on S 320`h Street and 11`h Place S during the PM peak hour in 2007 without the proposed fueling facility. These volumes are shown on Figure 3 (attached). Based on this traffic volume, the proposed fueling facility would generate approximately 2,510 daily trips with 167 trips (83 trips in and 84 trips out) occurring in the PM peak hour. As mentioned, the proposed fueling facility would have 12 fueling positions on the site. Based on ITE rates, the proposed facility would generate 2,020 daily trips with 166 trips (83 trips in and 83 trips out) occurring during the PM peak hour. The average of these two methods results in approximately 2,270 daily trips and 167 trips (84 trips in and 83 trips out) occurring in the PM peak hour. Because the proposed Safeway fueling facility would be located on the same site as the existing shopping center, shared (internal) trips are likely to occur. A shared trip would include a driver that stops at both the shopping center and the Safeway fueling facility during the same trip.lf the proposed fueling facility were located on a site separate from the shopping center, a customer who visits both sites would be counted as four driveway trips (one trip in and one trip out of the fueling facility, and one trip in and one trip out of the shopping center). However, when the uses are on the same site, a customer who visits both the fueling facility and the shopping center would only be counted as two trips at the driveway (one trip entering the site and one trip exiting the site.) Thus, shared trips would reduce the number of total trips at the driveways. There are three different types of driveway trips that reflect the traffic impact characteristics of retail developments —pass -by, diverted -linked, and new (primary) trips. Each of these types is described as follows: he#fron 2 April23, 2007 Federal Way Safeway Fuel Station #1555 Trip Generation and Site Access Analysis • Pass -by Trips are already on the roadway network on the way to another destination. For example, a trip to the fueling facility made during a trip home from work would be considered a pass -by trip. ■ Diverted -Linked Trips are attracted from traffic on roadways within the project vicinity but require a diversion to gain access to the site. For example, a driver on SR 99 could divert to S 320'h Street or S 324`h Street to access the proposed fueling facility. This diverted -linked trip would add traffic to the site's adjacent streets and intersections, but would not be a new trip to the overall area. • New (Primary) Trips are single -purpose trips generated by the fueling facility. New trips are generally assumed to begin and end at home, although some new trips could originate at work or other locations. To determine the number of shared trips and the type of trips that occur at gas stations located on shopping center sites, Heffron Transportation, Inc. performed a comprehensive internalization and pass -by trip survey at six Safeway gas stations located in Western Washington. In March 2001, over 700 gas station customers were interviewed to determine their trip type and if their trip was a shared trip. The complete report describing the internalization and pass -by trip survey is attached. The survey data show that an average of 36% of the trips generated by a Safeway gas station are shared (internal) trips that are already on Safeway's site during the PM peak hour and 64% of the trips are new to the site driveways. The survey data also show that approximately 50% of trips new to the driveways are pass -by trips, 36% are diverted -linked trips, and 14°/o are primary trips. However, City of Federal Way staff requested that a diverted -linked percentage between 5% and 101/6 be used for this analysis. Therefore, an 8% diverted -link trip percentage was used, which increased the primary trip percentage to 42%. These percentages were applied to the trip estimates for the Federal Way Safeway fuel station. Table 1 summarizes the daily and PM peak hour trip generation for the proposed site. heffro 3 April23, 2007 Federal Way Safeway Fuel Station #1555 Trip Generation and Site Access Analysis Table 1. Trip Generation Summary — Federal Way Safeway Fueling Facility PM Peak Hour Trips 1 Total Trip Components Percent Trips 2 Daily Trips 3 In Out Total Internal Trips 36% 820 30 30 60 Driveway Trips 64% 1,450 54 53 107 Total Trips 100% 2,270 84 83 167 Driveway TripComponents Percent Trips 2 Daily Trips 3 In Out Total Pass -by Trips 50% 730 27 27 54 Diverted -Linked Trips 8% 120 4 4 8 New (Primary) Trips 42% 600 23 22 45 Total Driveway Trips 100% 1,450 54 53 107 Source: Heffron Transportation, Inc., 2007. 1. The total number of PM peak hour driveway trips was determined using rates in Trip Generation, Institute of Transportation Engineers, 7th Edition, 2003 for Land Use 944. Per the request of Federal Way Public Works Traffic Department staff, the results using "PM Peak Hour Traffic on Adjacent Street" and "Number of Vehicle Fueling Positions" as the independent variables were averaged. 2. Trip percentages were obtained from customer surveys performed by Heffron Transportation, Inc. at six Safeway Gas Stations located in Western Washinglon in March 2001, with the exception of the diverted -linked percentage which was requested by Federal Way Public Works staff. 3. Daily trips were calculated as the average of two methodologies., 1) 15 limes the number of PM peak hour trips calculated using "PM peak hour traffic on adjacent street" as the independerii variable, and 2) as calculated using number of vehicle fueling positions" as the independent variable. 4. Background Traffic Volumes The City of Federal Way requires project impacts at site access driveways be evaluated during the weekday PM peak hour. The PM peak hour is the time of day when traffic volumes on vicinity streets are highest, congestion is most noticeable, and when the proposed project is expected to generate the largest number of driveway trips. New PM peak hour turning movement traffic counts were commissioned on Tuesday August 9, 2005 at the site access driveway intersections. Per the direction of Federal Way Public Works Traffic Department staff, an annual growth rate of 2% per year was used to estimate 2006 traffic volumes at the study intersections, which are shown on Figure 2 (attached). Safeway is proposing to have the fueling facility constructed and operating in 2007; therefore, 2007 was selected as the baseline year for analysis. Federal Way Public Works Traffic Department staff requested that traffic associated with other planned development projects in the area (pipeline projects) be included in the future forecast traffic volumes. The traffic information for the pipeline projects was provided by Federal Way Public Works Traffic Department staff. The resulting 2007 without -project PM peak hour traffic volumes, including the 2006 existing traffic volumes increased by 2% per year and traffic from the pipeline projects, are shown on Figure 3 (attached). PM peak hour project trips were added to the 2007-without-project PM peak traffic volumes to estimate 2007 with -project traffic volumes, which are shown on Figure 4 (attached). 3. Site Access Operations A level of service (LOS) analysis was performed for the shopping center driveways nearest the project site. Level of service is a qualitative measure used to characterize traffic operating conditions. Six letter designations, "A" through "F," are used to define level of service. LOS A is the best and effron 4 April23, 2007 Federal Way Safeway Fuel Station #1555 Trip Generation and Site Access Analysis represents good traffic operations with little or no delay to motorists. LOS F is the worst and indicates poor traffic operations with long delays. Within the City of Federal Way, LOS E is an acceptable operating condition during the PM peak hour. Level of service for unsignalized intersections is based on the average delay per vehicle for each turning movement. The level of service for a two-way, stop -controlled intersection is determined by the computed or measured control delay and is defined for each minor movement. Delay is related to the availability of gaps in the main streets traffic flow, and the ability of a driver to enter or pass through those gaps. Table 2 shows the level of service criteria for unsignalized intersections from the Highway Capacity Manual. Table 2. Level of Service Criteria for Unsignalized Intersections Average Delay Level of Service A Less than 10.0 g 10.1 to 15.0 C 15.1 to 25.0 D 25.1 to 35.0 E 35.1 to 50.0 F Greater than 50.0 Source: Transportation Research Board, HighwayHighNay Ca acit 1Vlarruar zuW. Level of service was determined using procedures in the Highway Capacity Manual and the Synchro analysis package (Version 6). Project level of service analyses were completed for three conditions-2006 existing condition, 2007- without-project condition, and 2007-with-project condition_ The results are shown in Table 3. These results reflect the fuel station impacts only and do not include re-routing trips associated with restricting left turns from the western driveway on S 320`h Street. Both site access driveway intersections currently operate at LOS D or better during the PM peak hour, and are projected to continue to operate at LOS D or better in 2007 without and with the project. The City requested that the northbound -to -westbound left -turn movement at the westernmost site driveway on S 320h Street be prohibited. Drivers that are currently tuning left at that driveway would likely turn right from the northernmost driveway on 11'h Place S and then turn left at the S 32& Streetll lb Place S intersection. Therefore, this restriction would remove vehicles from the westernmost driveway on S 320`h Street and from the east leg of the S 3201h Street111`h Place S intersection, and would add vehicles to the northernmost driveway on I Vh Place S and the south leg of the S 3201h Street/1 Ph Place S intersection. This change would improve the level of service for the northbound approach at the westernmost driveway on S 320'h Street from LOS C to LOS B. The westbound approach at the northernmost driveway on I 11h Place S would continue to operate at LOS C, and the eastbound approach would operate at LOS E during the PM peak hour with the restriction, It should be noted that the eastbound approach is projected to have five vehicles exiting onto 116 Place S during the PM peak hour. h-effron 5 April23, 2007 Federal Way Safeway Fuel Station #1555 Trip Generation and Site Access Analysis Table 3. Level of Service Summary - 2006 (Existing) and Future 2007 Conditions Unsi nalized Intersection 2006(Existing) LOS Delay 2007 Without -Project 3 LOS Delay 2007-With-Project 3 LOS Delay West Driveway on S 3201h Street Northbound Approach onto S 3201h Street C 23.1 C 24.7 C 20.4 West -to -South Left -turn into site C 15.9 C 16.9 C 17.6 Driveway on 11th Place S Westbound Approach onto 11th Place S C 15.9 C 16.2 C 17.8 Eastbound Approach onto 11th Place S D 26.8 D 27.6 D 33.5 Source: Heffron Transportation, Inc., 2007. 1. Level of service. 2. Average seconds of delay per vehicle. 3. Does not include the north -to -west left -turn restriction at the western site driveway on S 32Yh Street. 4. Sight Distance Evaluation The City of Federal Way requested that a sight distance evaluation be performed for the existing northern shopping center driveway on S 1 Ph Place, using the American Association of State Highways and Transportation Officials (AASHTO) standards. These standards are described in A Policy on Geometric Design of Highways and Streets (AASHTO, Fourth Edition, 2001). S 1 Vh Place has a posted speed limit of 30 mph; therefore, a design speed of 40 mph was assumed (speed limit plus 10 mph). Stopping sight distance is the recommended distance along a roadway that should be provided for drivers with a 3.5-foot eye height to perceive a two -foot object and stop before reaching it. For a roadway with a 40-mph design speed, the recommended stopping sight distance is 305 feet. Stopping sight distance on S 11`h Place exceeds 305 feet at the driveway in both the northbound and southbound directions. Intersection sight distance is the suggested distance for drivers of stopped vehicles to allow a sufficient view of the intersecting roadway in order to decide when to enter a roadway and then to accelerate without being overcome by an oncoming vehicle. For drivers turning left out of the shopping center driveway, the recommended intersection sight distance is 445 feet. However, the distance from the driveway to the S 3200' Street/1 Vh Place S intersection is about 400 feet. Drivers exiting the site driveway can see drivers turning from the S 32& Street111`h Place S intersection onto 11`h Place S. Therefore, the intersection sight distance is adequate at this location. For drivers turning right from the shopping center driveway, the recommended intersection sight distance is 385 feet. This sight distance is available if the landscaping vegetation is adequately trimmed. Therefore, it is recommended the vegetation along the Safeway frontage on 11`h Place S be trimmed so adequate sight distance is available at this driveway. This is appropriate with or without the proposed Safeway fueling facility. 4. On -Site Queuing A queuing model was used to determine on -site queues expected during the PM peak hour at the proposed Federal Way Safeway fueling facility. This model assumes a Poisson distribution (a type of bell curve) for vehicles arriving at the station over the hour, and that the service time (time each heffron 6 April23, 2007 Federal Way Safeway Fuel Station #1555 Trip Generation and Site Access Analysis vehicle takes to arrive, fuel, and leave the fueling position) is based on a negative exponential distribution (downward sloping curve). These distribution patterns are typical for transportation system models and are appropriate to estimate operations at a fueling facility. The model's required input includes the average arrival rate, average service rate, and number of servers. The site's average arrival rate is the average number of vehicles that would be served by the fueling facility during the PM peak hour. As shown in Table 1, an average demand of approximately 84 vehicles (30 vehicles internal to the shopping center site and 54 from off site) is expected during the PM peak hour at the proposed fueling facility. The site's service rate is the average number of vehicles that can be served by one fueling position in one hour. To estimate this rate, a survey was performed between 4:00 and 6:00 P.M. on Friday, January 19, 2001 at an existing Safeway fueling facility in Marysville, Washington. This survey determined the average amount of time it takes for vehicles to arrive, fuel, and leave a fueling position during the PM peak hour. The survey results revealed that vehicles average approximately 4.4 minutes at a fueling position. This translates to an average service rate of 13.6 vehicles per hour per fueling position. The site's number of servers corresponds to the number of fueling positions. As mentioned previously, the proposed fueling facility would have 12 fueling positions. These data were input into the queuing model and the results are attached. Based on these input data, the average number of vehicles expected at the fueling facility would be seven (7) vehicles; the peak (95th percentile) number of vehicles would be 11 vehicles at any one time. Since the site would have 12 fueling positions, no adverse on -site queuing impacts are expected at the proposed Federal Way Safeway fueling facility. 5. Mitigation City of Federal Way staff will calculate the transportation mitigation fee for this project using the project's trip generation and the City's transportation model. In addition to the transportation fee, the project would install a pork -chop style median at the western shopping center driveway on S 3201h street to prohibit left -turn movements from the site, and would trim vegetation along Safeway's shopping center frontage on 1 I `h Place S so adequate sight distance from the northern site driveway would be maintained. No other transportation improvements or fees are suggested. MMB/lsv Attachments: Figure 1. Site Plan Figure 2. Existing (2006) PM Peak Hour Traffic Volumes Figure 3. Future (2007) Without Project PM Peak Hour Traffic Volumes Figure 4. Future (2007) With -Project PM Peak Hour Traffic Volumes On -site Queuing Worksheet Safeway Gas Station — Internalization and Pass -By Survey Results Federal Way SFF Trip Generation Analysis. doe heffa on 7 April23, 2007 N 20th s T -c- PE LOW 4. f ki C=t (D G 4 YALL, CLEC ip p Not to Scale p 015, 7411 2. f Li r 10 V SAFEWAY FUEL Figure 1 heffron FEDERAL WAY Site Plan snFMA"W-V2 a,7.6 M I 1615 965 —f 5 '- 5 L �60 70 5# 1 90 1155 � 0 180 435 CO w CO w Not to scale 195 t-170 595 f-1110 25 1 � f— 320 125 ' � 325 705 - 520 1351 275 SAFEWAY FUEL FEDERAL WAY T N —1515 f-105 1205 r► 5090 20 310 275 730 920 3001 1 j--- 265 4 8~ 51 10 680 65 -4 210 MlM1�l S 316 ST "0 1 t 1375 S 320 ST SITE 1060 1 EXISTING 1 SAFEWAY 1040 SUPERMARKET S IJ S 324 ST 115 15, 5 t100 —1875 45 200 5 t195 a r 0 = j+ {— 20 �j r � 5 0— � 55 � U 60 35 12251 � 10 � 310 a 1 5 Figure 2 heffron Existing (2006) PM Peak Hour Traffic Volumes SAFE AYIetlereMayl-7.8W � 1660 995 —• CO w Not to scale 5 'L5 0 r1500 1 — 75 5 _! �j t C5 1200 -- I 0 180 -I 440 � L f- 175 . -1135 235 325 130 t 715 330 ~ 535 150 295 U) w a 1560 i-105 1245 50� � 90 20 SITE 315 ,_ 285 825 30� 1 r 940 320 430 830 ~ t 200 ` 80 765 220 EXISTING SAFEWAY SUPERMARKET pLACE S T N S 312 ST S 316 ST 1445 jt 1480 S 320 ST 1225 1190 125 L110 45 t_195 r 15 f-1920 205 0 3 55� 25 1 L 55L x 35 t r 5 t M LL 125 60 10 i 10 ' 0 0 5 320 a S 324 ST SAFEWAY FUEL Figure 3 heffron FEDERAL WAY Future (2007) Without -Project PM Peak Hour Traffic Volumes SAFVAYInIeralweyZTBD6 r 1671 1001 � CO w Not to scale I5 0�5 1i '1448 75 5 �t0 95 1189 . 205 -4 485 615 203 t177 r 1141 21 f--- 328 130 4 `� t r33 721 1535 150 295 — 1548 f---- 126 12341 T► 50 4 1112 -20 SITE 315 t-285 823 r 942 3%j 1 L f--320 4387— # � t 2r00 B2 763 225 EXISTING SAFEWAY SUPERMARKET �% PIAC,- s �0 1485 12255 1 1188 128 1 '_111 71 204 CO i 243 5�5 r 1931 26 58 r 0 3 �— �j t 6 1 5 _} 0 T— CD 1 65 LL 35 1267 10 10 0-1 317 a 1 5 T w S 312 ST S 316 ST RPUNI S 324 ST Figure 4 SAFEWAY FUEL heffron FEDERAL WAY Future (2007) With -Project PM Peak Hour Traffic Volumes SAFE AVetlme"2.,78 6 M/M/s Queuing Model for Federal Way Safeway Fueling Facility 0.18 0.16 0.14 0.12 0.1 �o 2 0.08 a 0.06 0.04 0.02 0 Data - 84 (average ar6val rate) µ = 13.6 (average service rate) s = 12 (4' servers) 0 2 4 6 8 10 12 14 16 18 20 22 24 Number of Customers at the fueling facility where: L = average number of vehicles at the fueling facility at any one time Lq=average number of vehicles in queue W = average wait time at the fueling facility (hours) Wq = ave. wait time in queue (hours) p = fueling facility utilization PO = probability of 0 vehicles at the fueling facility P1 = probability of 1 vehicle at the fueling facility, etc. 7 =Average number of vehicles at the fueling facility at any one time 11 =Peak (95th-percentile) number of vehicles at the fueling facility at any one time Results L = 6.188442455 Lq = 0.028442455 W = 0.073671934 Wq = 0.000338601 p = 0.513333333 Po = 0.002105713 P1 = 0.012971194 P2 = 0.039951277 P3 = 0.082033288 P4 = 0.126331263 P5 = 0.155640116 P6 = 0.159790519 P7 = 0.140615657 P8 = 0.1,08274056 P9 = 0.074107576 P10 = 0.045650267 P11 = 0.025564149 P12 = 0.01312293 P13 = 0.006736437 P14 = 0.003458038 P15 = 0.001775126 P76 = 0.000911231 P17 = 0.000467765 P18 = 0.00024012 P19 = 0.000123261 P20 = 6.32742E-05 P21 = 3.24807E-05 P22 = 1.66735E-05 P23 = 8.55904E-06 P24 = 4.39364E-06 P25 = 2.2554E-06 11 /20/2006 FtransportatiOtncr MEMORANDUM Date: April 18, 2001 To: Laura Delaney, Safeway, Inc. From: Laura Van Dyke, P.E. L-15\1 Marni Heffron, P.E., P.T.O.E Subject: Safeway Gas Station — Internalization and Pass -By Survey Results Safeway, Inc. is in the process of adding gas stations to many of its existing Safeway supermarket sites. The gas stations are typically located in the supermarket parking lot. During the process of preparing traffic impact analyses for the proposed gas stations, it was determined that limited data are available describing trip -making dynamics for multi -use developments. Good national data are presented in Chapter 7 of the Trip Generation Handbook — An ITE Proposed Recommended Practice (Institute of Transportation Engineers (ITE), October 1998), which describes internal capture rates for office, residential, and retail uses. However, no specific inter- nal capture data were available for supermarkets and gas stations located on the same site. Therefore, a compre- hensive survey was undertaken to determine the percentage of gas station trips that occur internal to a supermar- ket/shopping center site. In addition, data were collected to determine the percentage of primary, diverted - linked, and pass -by trips generated by a Safeway gas station. Methodology Six existing Safeway gas station sites were selected representing a range of area types (suburban versus rural), on -site development (shopping center versus supermarket), number of pumps, and length of time the station had been in operation. Table I summarizes the characteristics for each Safeway gas station. Table 1. Station Characteristics Location Area T e On -Site Development No. of Fueling Positions 9pening Date Marysville Suburban Large Shopping Center 8 fueling positions December 2000 Cle Elum Rural Small Shopping Center 10 fueling positions November 2000 Lacey Suburban Large Shopping Center 10 fueling positions January 2001 Aberdeen Suburban Supermarket 10 fueling positions September 2000 Renton Suburban Supermarket 8 fueling positions January 2001 Yelm Rural Small Shopping Center 14 fueling positions November 2000 6544 NE 61 st Street, Seattle, WA 98115 Phone: (206) 523-3939 Fax: (206) 523A949 Safeway Gas Station — Internalization and Pass -by Survey Results April 18, 2001 Page 2 of 4 tranei3ortat ot� tnc. Safeway gas station patrons were interviewed at the six sites and were asked a series of up to six questions, pre- sented in Table 2. Patrons' responses to the series of questions reveal whether or not they shopped at another store on the site during the same trip, and whether their trip should be considered a primary trip, a diverted - linked trip, or a pass -by trip. Primary trips are defined as trips generated by a development where the develop- ment is the primary destination. Diverted -linked trips are trips in which the development is one of several trip destinations. Pass -by trips are trips that are attracted to the site from traffic already passing by on one of the adjacent streets without altering their route. Table 2. Interview Questions Question Question Text Instructions to Interviewer Number 1 Did you shop at Safeway immediately prior to coming to the gas If Yes, skip to Q3. station? 2 Do you intend to shop at Safeway immediately after getting gas? 3 Where did your trip begin immediately prior to arriving at this Home, Work, Other Retail, Other site? 4 Will you go directly back to your origin from here? If Yes, end of survey 5 Would you have driven by this site if you had not stopped here If Yes, end of survey now? 6 How many miles out of your way did XDIJ travel to get here? The interviews were conducted on weekdays in mid -March 2001 between 4:00 p.m. and 6:00 p.m. A two -per- son team was present at each site during the interview period and attempted to survey all gas station patrons arriving during the two-hour timeframe. As shown in Table 3, an average of 93% of all vehicle drivers arriving at the subject sites was interviewed. The "missed drivers" represent drivers that were unwilling or unable (non- English speaking or hearing impaired) to participate in the survey. A total of 735 oral interviews were con- ducted at the six sites, with an average of 123 interviews completed per location. Table 3. Interviews Conducted at Safeway Gas Stations Total DriversNehicles Percentage Location Interviewed Drivers Missed Drivers (during 2-hr period) Interviewed Marysville 100 8 108 93% Cie Elum 88 3 91 97% Lacey 85 3 88 97% Aberdeen 161 10 171 94% Renton 155 22 177 88% Yelm 146 6 152 96% _ evarnna 123 9 131 93% Safeway Gas Station — Internalization and Pass -by Survey Results April 18, 2001 Page 3 of 4 Survey Results a trans ortatton inc. The first two questions in the interview address whether or not a driver paired a stop at the gas station with a stop at the Safeway supermarket (or another retail rase) on the site. Drivers who stopped at the supermarket (or another use on the site) before or after their stop at the Safeway gas station were considered to have made an internal trip. By definition, internal trips occur internal to the site and do not increase the number of trips that utilize the site's driveways. Trips that did not occur internal to the site were classified as "driveway trips' that would utilize the site's driveways. Table 4 presents the percentage of internal and driveway trips at each site. Internal trips as a percentage of all trips ranged from 32% in Renton to 40% in Marysville. On average, 36% of all trips occurred internal to the site. Table 4. Internal and Driveway Trips as a Percentage of All Trips by Site Location Internal Trips Dri eway Trips Marysville 40% 60% Cie Elum 38% 62% Lacey 35% 65% Aberdeen 33% 67% Renton 32% 68% Yelm 36% 64% ,Average 36% 64% The responses to survey questions four through six provided insight into the type of driveway trip that was made. If a respondent indicated that they would retum directly to their point of origin after leaving the Safeway gas station, the trip was classified as a primary trip. The survey participants who did not return directly to their point of origin were considered to have made a pass -by or diverted -linked trip. Those who would have passed by the site even if they had not stopped at the gas station were classified as a pass -by trip. Those who stated that they would not have driven by the site had they not planned to stop, but rather went out of their way to reach the site, were considered to have made a diverted -linked trip. Table 5 presents data on the relative number of primary, diverted -linked, and pass -by driveway trips at each of the six Safeway gas station sites. Pass -by trips comprised the largest portion of driveway trips generated by all of the surveyed sites. Pass -by trips ranged from 46°/o of driveway trips in Marysville to 541% in Renton, with an average of 50% for all of the sites. Primary trips constituted the smallest portion of trips generated, ranging from 8% of driveway trips in Renton to 19% in Yelm, with an overall average of 14%. Safeway Gas Station — h e ffr ! �'LJ n Internalization and Pass -by Survey Results April 18, 2001 Page 4 of 4 Table 5. Primarv. Diverted -Linked, and Pass -By Driveway Trips By Site Location Prima Diverted -Linked Pass-bv Marysville 12% 42% 46% Cie Elum 14% 33% 53% Lacey 13% 40% 47% Aberdeen 16% 36% 48% Renton 8% 38% 54% Yelm 19% 29% 52% Avera a 14% 36% 50% LSV/Isv Internalization and Pass -By Survey Resulls Paint Bungalow Taupe 1� FRONT VIEW Paint Cabinet D-E #6129 Rustic Taupe Paint Bungalow Taupe 3/4" plex push through copy with applied trans. ivory #230-005 Paint D-E #756 Weathered Bronze _ Paint alum. cap D-E #6129 Rustic Taupe Paint D-E #756 thered Bronze 8" x 12" rec tube steel post painted, D-E #6234 sign sq. feet total 78.375 sq. ft. TWO NEW D/F ILLUM. PYLON W/ LED GAS PRICE DISPLAY SAFEWAY PORTION TO BE D/F ROUTED ALUMINUM BACKGROUND PANELS PAINTED BUNGALOW TAUPE WITH 3/4" ACRYLIC PUSH THROUGH LETTERS & LOGO. LETTERS TO BE DAY & NIGHT PERFORATED BLACK VINYL. LOGO TO BE APPLIED TRANS. RED & WHITE VINYL. ILLUMINATE WITH H.O. FLUORESCENT LAPS AS REQ. GAS PRICE DISPLAY TO BE D/F PORTION WITH ROUTED .090 ALUM. FACES PAINTED BUNGALOW TAUPE FOR LED DISPLAYS WITH 9" CHARACTERS. BACK LETTERS WITH #7328 WHITE PLEX. "DIESEL" LETTERS W/ TRANS. GREEN VINYL INSET. ILLUM. WITH HO FLUORESCENT LAMPS AS REQ. ALUM. CABINET ENCLOSURE TO BE PAINTED D-E RUSTIC TAUPE. "CANYON CROSSING" PROPERTY ID PORTION TO BE ROUTED ALUMINUM PAINTED WEATHERED BRONZE D-E #756. ROUTED COPY TO BE 3/4" PUSH THROUGH WITH APPLIED IVORY TRANS. VINYL #230-005 SECOND SURFACE. ILLUMINATE INTERNALLY WITH HIGH OUTPUT FLUORESCENT LAMPS AS REQ. POLES TO BE 8" X 12" X .25 REC STEEL TUBE PAINTED D-E #6234 SERENE THOUGHT. DECORATIVE I -BEAMS TO BE 2" X 6" STEEL. PAINTED D-E #6234 SERENE THOUGHT. TOP CAP TO BE I -BEAM CONSTRUCTION WITH STANDING SEAM STEEL PANEL TO FORM ROOF CAP, PAINT D&E #756 WEATHERED BRONZE. MASONRY BASE CAP TO BE ALUMINUM WITH 3" RETURNS PAINTED D-E #6129 RUSTIC TAUPE. MASONRY TO BE SOUTHERN LEDGESTONE/FOG FROM MUTUAL MATERIALS. F 4r_0 , d Paint alum. can E #6129 istic Taupe Bungalow Taupe - DE 6172 with 25 % darkener (Dunn Edwards Paint) Central Sign Element including columns / Flanking storefront canopies including columns SIDE VIEW Scale 1/4" =V-0" Revised 07-01-08 Z N Oa �Z U o ZY Ou zo QW U. TITLE: PYLON DISPLAY Date: 10-02-07 Approved Signage Consulting Permits / Variances Design Purchasing Project Management C.S. Sign Corporation PO Box 50727 Bellevue, WA 98015 Voice: (206) 949-7050 Fax: (425)861-9594 AUG-06-07 10:43 FROM -BUSH ROEDA,,HITCHINGS INC, 206-323-7135 T-539 P.02/15 F-531 PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. 215 Columbia Street Seattle, Washington 95104-1511 Senior Title officer, Mike Sharkey (mikesharkey®pnwt.com) Title officer, Curtis Goodman (curtisgoadmanopnwr.com) Assistant Title Officer, Charlie Bell (charliebellopnwr.Com) Unit No. 12 FAX No. (206)343-1330 Telephone Number (206)343-1327 Bush Roed & Hitchings, Inc. 2009 Minor Avenue East Seattle, Washington 98102 Attention: Jeff: McManus Your Ref.: 07103 FLAT CERTIFICATE SCHEDULE A GENTLEMEN: Title Order No. 650332 CERTIFICATE rOR FILING PROPOSED PLAT In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of King County, Washington, and the records of the Clerk of the United States Courts holding terms in said county, and from such examination hereby certifies that according to said records the title to the following described land: As on Schedule A, page 2, attached. IS VESTED IN: 1560 INVESTORS, LLC, a Washington limited liability company SUBJECT TO THE FOLLOWING EXCEPTIONS: As on Schedule B, attached hereto. CHARGE: $500.00 TAX: $ 44.50 TOTAL CHARGE: $544.50 RECORDS EXAMINED TO, April 37, 2007 at 8:00 a.m- PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. Mi a Shark y Senior Title Officer Unit No. 12 AUG 13 2007 CITY OF FEDERAL WAY BUILDING DEPT. AUG-06-OT 10:43 FROM -BUSH ROEO L�{ITCHINGS INC, 206-323-T135 T-539 P.03/15 f-531 Order No. 650332 PLAT CERTIFICATE SCHEDULE A Page 2 The land referred to in this certificate is situated in the State of Washington, and described as follows: Lots 2, 3 and 4, Century, according to the plat thereof recorded in volume 104 of Plats, pages 68 through 72, inclusive, in King County, Washington. END of SCHEDULE A AUG-06-07 10:44 FROM -BUSH ROED &4ITCHINGS INC, 206-323-7135 T-539 P.04/15 F-531 PLAT CERTIFICATE schedule B order No. Z50332 GENERAL EXCEPTIONS: I. Rights of claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the workmen's compensation ACC not shown by the Public records. 5 Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9_ Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. AUG-06-07 10:44 FROM -BUSH ROED $AIITCHINGS INC. SPECIAL EXCEPTIONS: 206-323-7135 T-539 P.05/15 F-531 Order No- 650332 PLAT CERTIFICATE SCHEDULE S Page 2 1. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRMTEE: Water District No. 124 PURPOSE: Installation, operation, repair and maintenance of water lines and • appurtenances thereto AREA AFFECTED: South 10 feet of the north 220 feet of Lot 2 RECORDED: September 25, 1974 RECORDING NUMBER: 7409250454 2, AN EASEMENT AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: IN FAVOR OF: PURPOSE. AREA AFFECTED. DISCLOSED BY INSTRUMENT RECORDED: RECORDING NUMBER: Adjacent property parking The description contained therein is not sufficient to determine its exact location within the property herein described. September 14, 1976 7609140721 3. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Puget Sound Power & Light Company PURPOSE: An underground electric distribution system AREA AFFECTED 10 feet in width having 5 feet of such width on each side of a centerline described as follows: The centerline of Grantees facilities as presently constructed or as may be constructed, extended or relocated by mutual consent RECORDED: February 9, 1977 RECORDING NUMBERi 770209o512 (continued) AUG-06-07 10:44 FROM -BUSH ROED & HITCHINGS INC, 206-323-7135 T-539 P-06/15 F-531 Order No. 650332 PLAT CERTIFICATE SCHEDULE B Page 3 4. Right to enter maid premises to make repairs and the right to cut brush and trees which constitute a menace or danger to the electric transmission line located in the street or road adjoining said premisee as granted by instrument recorded under Recording Number 3155303. 5. UNDERGROUND UTILITY EASEMENT, AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Puget Sound Power and Light Company, a Washington corporation PURPOSE: Construct, operate, maintain, repair, replace and enlarge an underground electric transmission and/or distribution system AREA AFFECTED: The north 104 feet of the east 10 feet of Lot 4 RECORDED: October 31, 1977 RECORDING NUMBER: 7710310855 Contains covenant prohibiting structures over said easement or other activity which might endanger the underground system. G. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Lakehaven Utility District Water facilities portions of Lots 2 and 3 as described February 19, 2999 9902191064 7. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Puget Sound Energy, Inc., a Washington corporation PURPOSE: Transmission, distribution and sale of electricity ARREA AFFECTED: The north 20 feet of the west 25 feet of Lot 4 RECORDED: October 12, 2000 RECORDING NUMBER: 20001012001363 (continued) AUG-06-07 10:44 FROM -BUSH ROED ITCHINGS INC, 206-323-7135 T-539 P.07/15 F-531 Order No. 650332 PLAT CERTIFICATE SCHVDULE B Page 4 8, EASEMENT AS DELINEATED AND/OR DEDICATED ON THE FACE OF THE PLAT: PURPOSE: Drainage, utilities and access AREA AFFECTED: Central and southerly portions of Lots 2 and 3 and easterly portion of Lot 4 9. RESTRICTIONS AND EASEMENTS CONTAINED IN INSTRUMENT, AS HERETO ATTACHED: RECORDED: RECORDING NUMBER: December 30, 1976 7612300801 AMENDMENT AND/OR MODIFICATION OF SAID RESTRICTIONS, AS HERETO ATTACHED: DATED: May 12, 1995 RECORDED: June 6, 1995 RECORDING NUMBER: 9506060542 10. LICENSE AND THE TERMS AND CONDITIONS THEREOF, INCLUDING;', BUT NOT LIMITED TO, THE FOLLOWING: LICENSEE• City of Federal Way PURPOSE: To inspect the construction of improvements, the performance of work or to allow the City to perform any necessary maintenance or work AFFECTS: Lot 4 RECORDED: April 21, 1995 RECORDING NUMBER: 9504210725 11. LICENSE AND THE TERMS AND CONDITIONS THEREOF, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: LICENSEE- city of Federal Way PURPOSE: To inspect the construction Of improvements, the performance of work or to allow the City to perform any necessary maintenance or work AFFECTS: Lot 2 RECORDED: June 26, 2001 RECORDING NUMBER: 20010626001974 (continued) AUG-06-07 10:44 FROM -BUSH ROED & ETCHINGS INC. 206-323-7135 T-539 P.08/15 F-531 Order No. 650332 PLAT CERTIFICATE SCHEDULE 5 page 5 12. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY: RECORDED: RECORDING NUMBER: REGARDING: AFFECTS: 1560 Investors LLC and Lakehaven Utility District December 3, 2001 20011203000S02 Water service Lot 2 13. RESTRICTIONS AND EASEMENTS CONTAINED IN DECLARATION OF PROTECTIVE RESTRICTIONS AND EASEMENTS, AS HERETO ATTACHED: RECORDED: September 14, 1976 RECORDING NUMBER: 7609140722 AMENDMENT AND/OR MODIFICATION OF SAID RESTRICTIONS, AS THERETO ATTACHED: RECORDED: June 6, 1995 RECORDING NUMBER: 9506060541 14. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY: The Rainier Fund and Hanover Management., Inc. RECORDED: June 6, 1977 RECORDING NUMBER: 7706060115 REGARDING: Non -building area 15. RESTRICTIONS CONTAINED IN INSTRUMENT, AS HERETO ATTACHED: RECORDED: June 21, 1995 RECORDING NUMBER: 9506210960 16. DECLARATION OF PARTY WALL: RECORDED: .Tuly 7, 1977 RECORDING NUMBER: 7707070778 17, AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY: Water District NO. 124 and The Rainier Fund RECORDED: October 6, 1978 RECORDING NUMBER: 7810060767 REGARDING• Water mains and appurtenances (continued) AUG-06-07 10:45 FROM -BUSH ROED HITCHINGS INC, : 206-323-7135 T-539 P.09/15 F-531 Order No. 650332 PLAT CERTIFICATE SCHEDULE B Page 6 18. NOTES FROM THE FACE OF THE PLAT: There shall be no direct vehicular access to and from South 320th Street to and from Lot 13, and Lot 4, except for common access with Lot 11. Lot 2 is restricted to one direct access point on South 320th Street. Lot 11 is restricted to the maximum of two direct vehicular access points on South 320th Street. (One in common with Lots 3 and e). There shall be no direct vehicular access to and from Pacific Highway South to and from Lore 15 aT4 16. Direct vehicular access to and from Pacific Highway South to Lots 9, 10, 11, 12 and 14 is restricted to the maximUnl of four access points. Two of these access points are reserved, one each for Lots 10 and 12. There shall be no direct vehicular access to and from South 320th Street, to and from Lot 1, except for the westerly 10.00 feet, provided that said access complies with King county standards. Prior to issuance of building permits on any of the lots shown on the subdivision, a site plan must be submitted and approved by the appropriate agency (currently King County Building and Land Development Division) and in accordance with Federal Way Community Plan Policy FwF1-9. 19. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR SILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: RECORDED: June 23, 1959 RECORDING NUMBER: 5047677 GRANTEE: King County 20. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: RECORDED: May 13, 1964 RECORDING NUMBER: 5735315 GRANTEE: King County 21. Right of the public to make necessary slopes for cuts or fills upon said premises in the reasonable original grading of streets, avenues, alleys and roads, as dedicated in the plat. (continued) AUG-06-07 10:45 FROM -BUSH ROED & HITCHINGS INC, 206-323-7135 T-539 P.10/15 F-531 Order No. 650332 PLAT CERTIFICATE SCHEDULE B Page 7 22. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID, YEAR: 2007 TAX ACCOUNT NUMBER: 150050-0020-08 LEVY CODE: 1205 AFFECTS: Lot 2 CURRENT ASSESSED VALUE: Land: $2,S51,000.00 Improvements: $6,989,500.00 AMOUNT BILLED GENERAT, TAXES: $108,581.10 SPECIAL DISTRICT:$8,669.37 $2.13 TOTAL BILLED: $117,252.60 PAID: $58,626.30 TOTAL DU$: $5a,626.30 23. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2007 TAX ACCOUNT NUMBER: 150050-0030-06 LEVY CODE: 1205 AFFECTS: Lot 3 CURRENT ASSESSED VALUE: band: $716,500.00 Improvements: $3,184,900.00 AMOUNT BILLED GENERAL TAXES: $44,402.11 SPECIAL DISTRICT:$2,362.09 $1.68 TOTAL BILLED: $46,765.88 PAID: $23,382.94 TOTAL DUE: $23,382.94 24. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2007 TAX ACCOUNT NUMBER: 150050-0040-04 LEVY CODE: 1205 AFFECTS: Lot 4 CURRENT ASSESSED VALUE: Land: $405,700.00 Improvements: $195,100.00 AMOUNT BILLED GENERAL TAXES: $6,837.75 SPECIAL DISTRICT: $556.95 $1.59 TOTAL BILLED: $7,396.29 PAID: $3,698.15 TOTAL DUE: $3,698.14 (conrinued) AUG-06-07 10:45 FROM -BUSH ROED_�CHINGS INC, 206-323-7135 T-539 P.11/15 F-531 order No. 650332 PLAT CERTIFICATE SCHEDULE B Page 8 25. DEED OF TRUST, FINANCING STATEMENT, FIXTURE FILING AND SECURITY AGREEMENT (WITH ASSIGNMENT OF RENTS) AND THE TERMS AND CONDITIONS THEREOF: GRANTOR; 1560 Investors, LLC, a Washington limited liability Company TRUSTEE: Chicago Title Insurance Company BENEFICIARY: Thrivent Financial for Lutherans, a Wisconsin corporation AMOUNT: $7,000,000.00 DATED: November 7, 2003 RECORDED: November 7, 2003 RECORDING NUMBER: 20031107000793 The amount now assured by aeid Deed of Trust and the terms upon which the same can be discharged or aaaumed should be ascertained from the balder of the indebtedness aecured. DEED OF TRUST MODIFICATION AND THE TERMS AND CONDITIONS THEREOF: RECORDED: August 22, 2006 RECORDING NUMBER: 20o60822002331 Said instrument is a re-recording of instrument recorded under Recording Number 20060817000764. 26. ASSIGNMENT OF RENTS AND LEASES AND THE TERMS AND CONDITIONS THEREOF: ASSIGNOR: 1560 Investors, LLC, a Washington limited liability company ASSIGNEE. Thrivent Financial for Lutherans, a Wisconsin corporation RECORDED: November 7, 2003 RECORDING NUMBER: 20031107000794 (continued) AUG-06-07 10:45 FROM -BUSH ROED ,&AIITCHINGS INC. r 206-323-7135 T-539 P.12/15 F-531 Order No. 650332 PLAT CERTIFICATE SCHEDULE B Page 9 27. DEED OF TRUST, FINANCING STATEMENT, FIXTURE FILING AND SECURITY AGREEMENT (WITH ASSIGNMENT OF RENTS) AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: 1560 Investors, LLC, a Washington limited liability company TRUSTEE: Chicago Title Insurance Company BENEFICIARY; Thrivent Financial for Lutherans, a Wisconsin corporation AMOUNT- $2,000,000.00 DATED: August 17, 2006 R&CORDED: August 17, 2006 RECORDING NUMBER: 20060817000762 The amount now secured by said peed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. 28. ASSIGNMENT OF RENTS AND LEASES AND THE TERMS AND CONDITIONS THEREOF: ASSIGNOR: ASSIGNEE : RECORDED: RECORDING NUMBER: 29. MEMORANDUM OF LEASE: 1560 Investors, LLC, a Washington limited liability company Thrivent Financial for Lutherans, a Wisconsin corporation August 17, 2006 20060817000763 LESSOR: 1560 Investors Limited Partnership, a Washington limited partnership LESSER: BC Northwest, L.P., a Delaware limited partnership RECORDED: January 24, 1995 RECORDING NUMBER: 9501241358 AFFECTS: Lot4 Said memorandum of lease was amended by term commencement agreement dated June 9, 1995, and recorded on July 3, 1995, under Recording Number 9507031197. (continued) AUG-06-07 10:46 FROM -BUSH ROED & HITCHINGS INC, 206-323-7135 T-539 P.13/15 F-531 Order No. 650332 PLAT CERTIFICATE SCHEDULE B Page 10 31. COLLATERAL ASSIGNMENT AND LEASEHOLD MORTGAGE AND THE TERMS AND CONDITIONS THEREOF: MORTGAGOR: BC Northwest L.P., a Delaware limited partnership MORTGAGEE: General Electric Capital corporation, as agent AMOUNT: $446,301,600.00 DATED: December 13, 1996 RECORDED: January 21, 1997 RECORDING NUMBER: 9701211150 AFFECTS: Lot 4 AFFECTS: A leasehold interest in said premises; and other property The amount n9w secured by paid Mortgage and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. 32. COLLATERAL ASSIGNMENT OF TENANT'S RIGHTS IN LEASES AND THE TERMS AND CONDITIONS THEREOF: ASSIGNOR: BC Northwest, L.P_ ASSIGNEE: Boston Chicken, Inc., a Delaware corporation DATED: December 13, 1996 RECORDED: January 21, 1997 RECORDING NUMBER: 9701211159 AFFECTS• Lot 4 and other property 33. MEMORANDUM OF LEASE: LESSOR: 1560 Investors Limited Partnership, a Washington limited partnership LESSEE: Safeway Inc., a Delaware corporation DATED: January 3, 1997 RECORDED: May 21, 1997 RECORDING NUMBER: 9705211266 ( continued) AUG-06-07 10:46 'FROM -BUSH ROE♦) & HITCHINGS INC. 206-323-7135 T-539 P.14/15 F-531 Order No. 650332 PLAT CERTIFICATE SCHEDULE B Page 11 34. MEMORANDUM OF LEASE: LESSOR: 1560 Investors LLC, a Washington limited liability company LESSEE: Safeway Inc., a Delaware corporation DATED: August 1, 2000 RECORDED: August 9, 2006 RECORDING NUMBER: 20060609001359 AFFECTS: Lot 2 35. Unrecorded leaseholds, if any; rights of vendors and holders of security interests on personal property installed upon said property and. rights of tenants to remove trade fixtures at the expiration of the term. END OF SCHEDULE B Title to this property was examined by: Myron Sizer Any inquiries should be directed to one of the title officers set forth in schedule A. rg/1999073000113 AUG-06-07 10:46 FROM -BUSH ROED HITCHINGS INC, 206-323-7135 T-539 P.15/15 F-531 Century 104/68 / 7411 1 a f131'llie ��f G.420Ti.V - 1�T5.25 B 89-+5-10 w SvRr. Y•31=1.iE, E51 3-21-5 C i. r0i. EI-sG2j�Y • al —5 * 12 0 IIUl111-�D 30271dl-d 16- .137l1iS•19' Y 4•1^it' �/'!/ 1 C I' P 'W IT 33131 :1 i 31 - 1�a 31 133 J — 1I 11f STORM MITER ' r� REJEP110R VAMT .r I I 711111 it op f—NSU SFlot 11' I1.Ip11 1 .laa1 ESVI 'L ...... ON DIA �r aa11 u t 4 I AVd� order No. 65 0 3 3 2 PACI nc NopTHWF.ST TITLE Company of'7a6hington, Inc. IMpORTANT: This is not a plat of Survey- It is furnished as a convenience to locate the land.indicared hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. 2 3 . . . . . . . . . . . . . . . . 4 5 c D u E EB10:�. _mW 40 mmm�. ....a do In mo (,E B i- — -- — ---- ---- -am.r� fir. mv- 0op104 ♦00. ...........7 - - - - - - a a 40 - - - - - - - - - - - - - -- - - - - - - -ft 0 a ft - - - - - - I aas am ft - - - - - -.,....�...., y... ,__..«.«.4�.r . M�,r_ �.,a� N:�—C I TY� SPARET IS Mamma .. �...�....._� ---------------------- L 19 lt** 17 -------- wwwwwwasaw"L am ---------- • AftLT CN ^•Y,4•.w'Iw+.M,+•Si+w.Yrq.err-w.a,wewV..Y•...wr•w....- Mv,v.....ew•LMe'w• Y w.•_,-......... L T L2 E3 �l jo Ll E3 "ITERMINATE E B 12 CITY SPARES- C L2 P T E10 A 1-11 1-12 L2 E21-13 1-4 1-5 1+00 c U PE317+001+00 z CD W _9 Cl-8 ZS 320TH' �S%T (M"LINE) 1-7 1-6 + 1-3BEGIN PROJECT lr� LX' T1M 15+40_....� .. , ...... _.._..V._...... _� .._.� _ .. _,.. _..._ .__ . _...._.. . 00 LT— 3 E,I L - 11 EB11 ...w 1L : SL_ _ 10 T A S L 0am w AwNCH—%a mum M M M M M �'Z.10 R 16 1 - —lilI --- Am Ma I a ii� =- a "wim a a +•• M�= Msw M w M M■ Sa TRENCH ON M MMM swin low- ma a a a ftftm� a m Imam, =009001MTRENCH - %.__*ft "ama w arwr @Na- a a mom. TECHIm000"m a momm"mu- a m smimmwWft a jamm; a aMWO ft m o 'jEBI IEB1 1EB11 AE B 11EB11 �E B 1Z p EBIIGi EB12 C S L2 P T E12C S L2 P T E10 AC S B P T E3 E 1 A A C S L2 P T E1C S,TP L2 L E3 E 13is `ONDUff VVITH BUS PREEMPTON - FURN0SH AND INSTALL 2" DA SCH 410 PVC (y FURNISH AND INSTALL 175W MH LUMEC LUMINAIRE. CONSTRUCT BUS PREEMPT WIRE. SEE TRFFIC SIGNAL PLANS. FOUNDATION PER THE MANUFACTURER'S RECOMMENDATIONS. AT&T CABLE]N UTILITY TRENCH - INSTALL AT&T FURNISHED CONDUffS- FOR9 FURNISH AND INSTALL 250W HPS COBRA LUMINAIRE.. CONSTRUCTSIZE, NUMBER AND EXACT LOCATIONS, SEE AT&T CABLE PLANS. FOUNDATION PER CITY OF FEDERAL WAY STD PLAN.FESTIVAL LIGHTING SEE CONDUIT AND CONDUCTOR SCHEDULE ON DWG E # ® J-11a. TYPE 1 JUNCTION BOX FURNISH AND INSTALL PER WSDOT STD PU�NT-2. TYPE 2 JUNCTION BOX FURNISH AND INSTALL PER WSDOT ST'D P�1___A-�N JA 1 aL OUTLET PER DETAILThAL OUTLET - FUR�SD �TALL FESThA 0 20 4SD DVMG� NO. i. -7ANDC� YA O. 2 ONDV\1TIE 3 JUNCTION BOX - FURNISH AND JNSTALL PER WSDOT STD PL-/, ni J- a. HwBjO 12 cc E 10 _0 (1-2 T L � �L2- Fa E3 13 L 0— SCALE IN FE ET AT&T FIBER IN UTILITY TRENCH INSTALL AT&T FURNISHED CONDUITS; FOR F JO�Aff U-RLffY TRENCH SEE GENERAL NOTE 1 IL!*".IWG,- NO. UT-1 f___l 0 TRENCH -- SIZE, NUMBER AND EXACT LOCATIONS, SEE AT&T FIBER PLANS. 'ST PLANS. TRAFFIG SIGNAL PLANS, AT&T CABLE, AT&T FIBER, PSE, AND US ",A�FE. L# ILLUMINATION — SEE CONDUIT AND CONDUCTOR SCHEDULE ON DWG UT-2. FA F1 AT&T FIBER %,//71kULT — APPROX LOCATION OF AT&T VAULT- SEE AT&T FIBER PLAnNS3. opPSE POWER IN UTKUTY TRENCH INSTALL PSE FURNISHED CONDUITS; FOR SIZE, NUMBER AND EXACT LOCATIONST, SEE PSE PLANS. P01AF—R VAULT — APPROX LOCAIF�ON OF PSE VAULT SEE PSE PLANS. INTERCONNECT — FURNISH AND INSTALL 2" DIA SCH 40 PVC CEO OSSIGNAL WITH SIGNAL INTERCONNECT IRE. SEE TRAFFIC SIGNAL PLANS. '-R JB — APPROX, LOCATION OF PSE JUNCTION BOX POIA Fla N SEE PSE PLANS. US VVEST IN UTILITY TRENCH — INSTAIkLL U,!,3 WEST FURNISHED CONDUffS; FOR L. SIZE NUMBER AND EXACT LOCATE ONS SEE US WEST PLANS. POWER TRANSFORMER — APPROX LOCATION OF PSE TRANSFORMER, SEE PSE PLANS. CITY SPARES — (2) 4" DIA. SCH 40 PVC CONDUITS WITH PULL ROPES. LUMINAIRE NO. 5, CIRCUIT NO. 1 DSGN . WAGNER/MAK BAR IS ONE INCH ON CITY OF DR ORIGINAL DRAWING. _9 CHK 0 IF NOT ONE INCH ON 50or THIS SHEET, ADJUST APVD L REID No. DATE REVISION BY APVD SCALES ACCORDINGLY. 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"-ansa�x- _ .. - ' '"I Iw..r..�...s' .,, .-..rv. ..�,. .'7':�"r."S, W"...,. 'fi.r' .. .am>'rc ,gpct;camrnr •seas. .. •roc^-^^--�.rcwacim�.�'ra,ww.eRw..mc•:r.:+xms.esc:•.r�eacaa>..amvaxr.uv.nna:ssevmcr.u.vaaisrauam.:xc=.mu:• yyy_••••^ss-.s.,v- �w w - 4Cf�a'PFk..� SCAB A IN t f . ff` PIV ,i *fi g j j� REVISION ,, Y F a - , a�zc vacf s,� um r sru3.-azam��wAAm: iR.�. DATE t7 'W r� 4' a � rra- wasp' - t :$'-t'=' �.AS '� tS PROPSRW .. ' •.+1<1.!! rs/�I'M NJ-S'i' • "i'i�,�. ffY'i�`t �1�1 ,. . '! ter. _ �si."ra...... ^.L r..bm& a_l'Y t - NE* 1/4, 'O;ECs 17, TWP,6 21 N., RGN,, 4 E, W,.m. A �>tA I A MALL FEDERAL 5 GENERAL ENGINEERING NOTES. TEMPORARY LRO51ON & 5LUMILN I A "UP k VN I KUL NV I tb Zo I VKM L P AINAt t NV I tZI kt4;VN "NUtL WA I tK MAIN NU [L5 tUONTIP t EE 99 S- 330th S NQR ENTATION OF THESE TESC PLANS AND THE 5. MINIMUM COVER OVER STORM DRAINAGE PIPES AND FACILITIES 3, CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, 1. EXISTING UTIU11ES AND UNDERGROUND STRUCTURES SHOWN ON THE 1. THE IMPLEM LAKE - PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND\OR CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF SHALL BE 2 FEET, UNLESS OTHERWISE SHOWN AND APPROVED, PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND\OR DATA THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ ANSI/AWWA CIIO/A21,10-82. CEMENT LINING SHALL BE IN ACCORDANCE OBTAINED, VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH TESC'SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 6. TEST OBSERVATIONS AND INSPECTIONS SHALL BE BY THE CITY/ NTH ANSI/AWWA C104/A21.4-85. IF FITTINGS ARE 3 INCHES TO 12 COUNTY CONSTRUCTION INSPECTORO INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL THE PARTICULAR UTILITY. NEITHER TK_ OWNER NOR THE ENGINEER S- -33 h ST. GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION 2* THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN BE IN ACCORDANCE WITH EITHER ANSI/AWWA CIIO/A21,10-82 OR HALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY 7. ALL DAMAGES INCURRED TO PUBLIC AND/OR PRIVATE PROPERTY BY ANSI/AWWA C153/A21.53-84. 3-INCH TO 12-INCH DIAMETER FITTINGS AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS OR s 0. TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION SHALL B I- WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN FAILURE TO SHOW UTILITY LOCA71ONS ON THE CONSTRUCTION PLANS. SFAC7110N 01F 7�4E CITY/COUNTY ACCORDANCE WTH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE PROMPTLY REPAIRED TO THE SATI THE CLEARING LIMITS CONSTRUCTION INSPECTOR BEFORE PROJECT APPROVAL AND/OR THE ANSI/AWWA ClIO/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT BE ENCOUNTERED DURING THE COURSE OF THE WORK, ALL INVERT CLEARING LIMITS SHALL BE PERMITTED. ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE SHALL BE MAINTAINED BY THE APPLICANT/TESC SUPERVISOR FOR RELEASE OF THE PROJECT'S PERFORMANCE BOND. THE POR11ON OF THE FITTING WITH A MECHANICAL JOINT(S), MAY BE IN CONTRACTOR PRIOR TO CONSTRUCTION. THE DURATION OF CONSTRUCTION. ACCORDANCE WITH ANSI/AWWA C153A/A21.53-84 AND THAT PORTION OF THE VICINITY MAP 8. NO PART OF THE STORM DRAINAGE SYSTEM SHALL BE PUT INTO FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH 2,, IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL 3. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY ANSI/AWWA CIIO/A21.10-82. ACCEPTANCE TESTING IN ACCORDANCE WITH -5.3 OF ANSI/AWWA C153/A21,53-84 OR WITH SECTION 10-4.3 NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE, CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING THE CITY/COUNTY CONSTRUCTION INSPECTOR, SECTION 53 SCALE: 1 "=2,200' (".0NDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF OF ANSI/AWWA CIIO/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR TING UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND 9. THE CONTRACTOR SHALL CALL AND NOTIFY DIAL -A -DIG AT 1-800- AND TRANSMITTED TO THE OWNER. (2) PREEXIS -5555 A MINIMUM OF 2 DAYS BEFORE DIGGING OR GRADING NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY ADJACENT PROPER71ES IS MINIMIZED. 424 ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF OPERATIONS OCCUR. 4. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON THE CHARACTER PROVIDED FOR IN THE CONTRACT, THE CONTRACTOR 4. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM BODY, BRONZED- MOUNTEDo DOUBLE DISC WITH BRONZE WEDGING DEVICE AND/OR THE OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE 10, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND O-RING STUFFING BOX, VALVES SHALL BE DESIGNED FOR A MINIMUM RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONSTRUCTION PERIODo THESE TESC FACILITIES SHALL BE OF EXISTING UTILITY LOCATIONS WHETHER OR NOT THESE m WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND UTILITIES ARE SHOWN ON THE PLANS, THE CONTRACTOR SHALL V) LIST 14# MUELLER COMPANY NO. A2380s OR M&H. ALL VALVES 12## IN T1 ON S (E, G. EXERCISE ALL CARE TO AVOID DAMAGE TO ANY UTILITY. IF WRITING. (WSDOT SEC 1-04.7) MODIFIED TO ACCOUNT FOR CHANGING SITE CONDI DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER OF DITCHES AND SILT CONFLICTS WITH EXISTING U11LITIES ARISE DURING ADDITIONAL SUMP CAPACITY, RELOCATION 3. THE CONTRACTOR SHALL CALL THE U11LITIES UNDERGROUND LOCATION FENCES). CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CITY/COUNTY STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. CONSTRUC11ON INSPECTOR AND ANY CHANGES REQUIRED SHALL BE CL CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT Vt.LUF A FR CHI T Eu` T BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN 5. THE TESC FACIU''"i"IES SHALL BE INSPECTED DAILY BY THE APPROVED BY THE CITY/COUNTY ENGINEER PRIOR TO COMMENCEMENT I, 1� p- 5. FIRE HYDRANTS SHALL BE 5-1/4" MV0 MUELLER A-423 FIRE HYDRANT ONLY, THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND APPLICANT/TESC SUPERVISOR AND MAINTAINED TO ENSURE OF RELATED CONSTRUCTION ON THE PROJECT. 0 INSTALLATION, PAINTING, SHACKLE RODS AND OTHER DETAILS ARE SHOWN MARKED, IF THE UTILITY IS NOT A SUBSCRIBER OF THE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE ON THE STANDARD FIRE HYDRANT ASSEMBLY DETAIL. SAFEWAY STORES INC, IN FORM, INC, UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE KEPT OF WEEKLY REVIEWS OF THE TESC FACILITIES DURING THE 11. ALL REQUESTS FOR INSPECTIONS AND FOR WITNESSING TESTS INDIVIDUAL NOTICE TO THAT UTILITY. WEST SEASON (OCT. 1 TO MARCH 31) AND OF MONTHLY REVIEWS SHALL BE SCHEDULED NTH THE PUBLIC WORKS INSPECTOR A MR, HONDA CHERNG MR. DAVID DEAN, A.I.A. ON (APRIL 1 TO SEPT. 30). MINIMUM OF 24 HOURS IN ADVANCE, AND NO GREATER THAN 7 6. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM DURING THE DRY SEAS COVER OF 36 INCHES BELOW FINISH GRADE, ALL WATER MAIN 12 INCHES 4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND DAYS IN ADVANCE. FAILURE TO GIVE ADEQUATE ADVANCE NOTICE 1121 124th AVENUE NE 230 NE JUNIPER STREET 201 # EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRAC110ES IN 6. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY MAY RESULT IN DELAYS TO THE CONTRACTOR FOR REQUIRED AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE, WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO tj VUE, WA 98005 ISSAQUAH, WA 98027 CONDUCTING THE WORK., THE CONTRACTOR SHALL PROTECT EXISTING EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS INSPECTIONS. CLEAR. C) PUBLIC AND PRIVATE UTIL171ES FROM DAMAGE DURING DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY 00 U (425) 637-2213 (425) 526--1136 CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED 12, ALL STORM DRAINAGE MAIN EXTENSIONS WITHIN THE PUBLIC 9. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED AT A r4 j CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE TESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED FOR LINE AND HYDROSTA71C PRESSURE OF 250 PSI IN ACCORDANCE WITH THE ENGINEER, THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS CRUSHED ROCK). GRADE PRIOR TO STARTING CONSTRUCTION,, z 00 ACCORDANCE WITH THE SPECIFICA11ONS OF THE CITY/COUNTY. EXISTING CONDITION.(WSDOT SECTION 1-07,17 APWA SUPPLEMENT), < ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF THE t.0 _j a N THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF 7. ANY AREA NEEDING TESC MEASURES THAT DO NOT REQUIRE 13, BEFORE THE CITY/COUNTY ACCEPTS STORM DRAINAGE IMPROVEMENTS, CITY/COUNTY ENGINEER, OR WATER DEPARTMENT INSPECTORS. CALL Z -11 4) IMMEDIATE AT!""j"TION SHALL BE ADDRESSED WITHIN 15 DAYS, THE CONTRACTOR SHALL SUPPLY THE CONSTRUCTION INSPECTOR CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS. < ..l C UTILITIES AND FIRE DEPARTMENT 24 HOURS PRIOR TO TESTING, WITH'PHOTOSTATIC MYLAR AS-BUILTS, OF THE STORM DRAINAGE Z J X C 0 _%4 0 5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY 8. THE TESC FAC*11,JTIES ON INAC71VE SITES SHALL BE INSPECTED SYSTEM BEARING THE STAMP AND SIGNATURE OF A REGISTERED ER S I T E A D D NO" E t`i JS` N 10. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE ll N OTHERS, -THE CONTRACTOR SHALL N01IFY THE UTILITY COMPANY AND AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF THE PLANS INJEC11ON OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. HOURS FOLLOWING A STORM EVENT, WERE GENERATED USING CADD, THE CONTRACTOR SHALL SUPPLY A z SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE SOUND CONSULTANTS, LLC SAFEWAY STORE No. 1555 FLOPPY DISK OF THE CONSTRUCTION PLANS IN ADDITION TO THE L) u _c PIPE AS LAID. CHLORINE SHALL BE METERED/INJECMD IN ACCORDANCE 6. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL 9. AT NO TIME SH 'Llf- MORE THAN 1 FOOT OF SEDIMENT BE ALLOWED MYLAR AS-BUILTS, THE CONSTRUCTION INSPECTOR MUST 0. < WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD MRo JIM HARRISON 1207 SOUTH 320th STREET 0 _j PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL ll ACCUMULATE WITHIN A CATCH BASIN, SEDIMENT TRAP, OR REVIEW AND APPROVE ALL AS-BUILTS. THE CONTRACTOR SHALL _j 0- SPECIFICATIONS REFERENCED IN 1 ABO\/Ef LO BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDA11ONS OF THE SEDIMENT POND, ALL CATCH BASINS AND CONVEYANCE LINES MAKE ALL CHANGES TO THE AS-BUILTS AS DIRECTED BY THE 0 l 10509 NE 120th F�,,%,,.ACE FEDERAL WAY, WA Jc 0 > PROJECT SOIL ENGINEER AND THE CURRENT GEOTECHNICAL SHALL BE CLEANED PRIOR TO PA\/1NG. THE CLEANING OPERATION CONSTRUCTION INSPECTOR BEFORE THE CITY/COUNTY WILL APPROVE A uj 11. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CON- K I R K L A N D) W "A' 8to',, (),'- ENGINEERING REPORT* SHALL NOT FLUSH' SEDIMEN T- LADEN WATER INTO THE DOWNSTREAM AND ACCEPT THE AS-BUILTS. STRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS SYSTEM. 'I " 0 REQUIRED FOR SCHEDULING, PRIOR TO SCHEDULING THE PRECONSTRUCTION (425) 765-5053 Z LJ 7. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS 14, ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND z MEETING A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL 10. STABILIZED CON'S"MUCTION ENTRANCES AND ROADS SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE LATEST ED11ION OF THE ENGINEER AND IS NOT A PART OF THESE PLANS, INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED CITY/COUNTY DESIGN AND CONSTRUCTION STANDARDS AND UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE 1:1" REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. c FOR THE DURe',�.''tON OF THE PROJECT. ADDITIONAL MEASURES, SPECIFICATIONS AND THE STANDARD SPECIFICATIONS FOR ROAD, 0 C) _c %_ CL 8. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING PROFESSIONAL LAND SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND 12, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL R, ' 'hf SURVEYOR TO REFERENCE EXIS71NG MONUMENTS, ON OR ADIJO'I[N�fNG PAVED AREAS ARE KEPT CLEAN FOR T�-,l_ DURATfION OF THE THE AMERICAN PUBtfC WORKS 4,SS, f!kPWA,,'),�, NECESSA jJTS PRIOR TO STARTING CONSTRUCTION, SITE PREVIOUS TO DEMOL171ON OR CONSTRUCTION AND TO PROJECT. RE-ESTABLISH SAID POINTS AT PROJECT COMPLETION, THIS 15. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING 13. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND QUALITY REQUIREMENTS AND CLEARING LIMITS VIOLA11ONS MAY 'METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER '&Ek'D (j) RE-ESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR 11, NON COMPLIANCE WITH THE EROSION CONTROL REQUIREMENTS, WATER TO THE APPROVED PLANS, WHICH ARE ON FILE WITH THE CITY/ SHEET INDEX LE CORNER RECORD AS DESCRIBED IN W.A.C. 332-120. COUNTY. ANY DEVIATION FROM THE APPROVED PLANS WILL APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN RESULT IN REVOCATION OF PROJECT PERMITS, PLAN APPROVAL AND REQUIRED WRITTEN APPROVAL FROM THE CITY/COUNTY MADE TO THE CITY/COUNTY. 9. CONTRACTOR SHALL RESTORE CONCRETE WALKS, CURBS AND LANDSCAPE BOND FORECLOSURES, DEPARTMENT OF PUBLIC WORKS, PROJECT NO. AREAS TO ORIGINAL CONDITIONS. C-101 COVER SHEET 12, PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL CONTACT THE 14, INSPECTION WILL 13E ACCOMPLISHED BY A REPRESENTATIVE OF THE 00 2005023.00 16, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY CITY/COUNTY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXISTING CONTOUR CITY/COUNTY DEPARTMENT OF PUBLIC WORKS TO SCHEDULE A DRAWN BY: PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(l) NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING GENERAL NOTES FOR GRADING PRECONSTRUCTION CONFERENCE. DUE TO FIELD CHANGES C-102 EROSION CONTROL PLAN OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION ALL CONSTRUCTION, THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL 10 tok soft di AINIlill, lol IL a wr^ JVH L I (REVISIONS), ENGINEERED AS-BUILTS SHALL BE REQUIRED PRIOR TO IN u 0111: 1 PUBLIC STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE KEEP AS -BUILT DRAWINGS. ALL UTILITY TRENCH BACKFILL SHALL BE KU Uti U UUN R SI TE APPROVAL. CHECK�.I) BY: DURING EXCAVA11ON AND FILL OPERATIONS. NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE APPROVED BY OWNER'S SOILS ENGINEER. 13. THE TEMPORARY EROSION /SEDIMENTATION CONTROL FACILITY SHALL FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPAC11ON 2. THE SITE SOILS ARE GENERALLY CONSIDERED MOISTURE SENSITIVE OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE C-103 EROSION CONTROL PLAN CF CURB Ft-*.t,,E BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND AND'AS SUCH ARE SUSCEPTIBLE TO DISTURBANCE BY CONSTRUCTION SANITARY SEWER NOTES. ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A CLEARING IN ACCORDANCE WITH 1+iE APPROVED TEMPORARY SOUTH HALF EQUIPMENT, PARTICULARLY DURING PERIODS OF WET WEATHER. THE UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL GRADING CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO LIMIT EROSION /SEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST TC �0_ BE APWA CLASS "C," NTH THE EXCEPTION OF PVC AND CPEP TOP OF CURB BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO CURRENT (4) SURFACE DISTURBANCE AND PROTECT THE SITE GRADING AREA FROM PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM z LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON -SITE APWA SPECIFICATIONS WHEN NOT COVERED BY THE CITY/COUNTY C-104 SITE GRADING PLAN EXCESSIVE RUNOFF EROSION, �T 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE EROSION HAS PASSED, STANDARDS AND SPECIFICATIONS. LO ui V) PER ASTM D-1557-7011. PEA GRAVEL BEDDING SHALL BE PLACE 6 rL LOWLINE 3. PRIOR TO ANY SITE CONSTRUCTION TO INCLUDE CLEARING/LOGGING LO UJI ;k OVER AND UNDER PVC AND CPEP PIPE. 14. ALL SITE WORK MUST COMPLY TO CHAPTER 70 OF THE UNIFORM 2. PVC SEWER PIPE SHALL BE RUBBER GASKET CONFORMING TO APWA C-105 SITE UTILITY PLAN OR GRADING THE SITEAOT CLEARING LIMITS SHALL BE LOCATED AND z BUILDING CODE, (CURRENT EDITION) STANDARDS, A Oft 1,6* FIELD IDENTIFIED BY THE PROJECT SURVEYOR /EN GIN EER AS a A NORTH HALF w go"iiiiiii 17. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT -Of- tjAUK V W#t&i% t\ REQUIRED BY THESE PLANS. WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY 3. THE CONNECTION TO THE MANHOLE SHALL BE WITH AN ASBESTOS HYDROSEEDING GENERAL NOTES z THE CITY/COUNTY, CEMENT COUPLING GROUTED DIRECTLY IN THE MANHOLE, 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND C-1 06 SITE UTILITY PLAN u A u; tjAZ:i N 0 DELETERIOUS MATTER, 0 z c 18. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE 1, PREPARATION OF SURFACE#' ALL AREAS TO BE SEEDED SHALL BE 4. THE CONTRACTOR SHALL CALL UTILITY UNDERGROUND LOCATE SOU TH HALF CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED 5. AREAS TO RECEIVE FILL SHALL BE PROOF ROLLED. ALL LOOSE AND (1-800-424-5555) 48-HOURS PRIOR TO CONSTRUCTION AND NOTIFY 0 CULTIVATED TO THE SATISFACTION OF THE CITY/COUNTY INSPECTOR. BY THE DEPARTMENT OF PUBLIC WORKS. GR GRATE ELEVATION SOFT AREAS SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL. THE CITY/COUNTY UTILITIES DEPARTMENTS, THIS MAY BE ACCOMPLISHED BY DISCING, RAKING* HARROWING OR C-1 07 MISCELLANEOUS DETAILS < uj CN Li 6. ALL FILL MATERIALS USED SHALL BE FREE OF VEGETATION AND OTHER ACCEPTABLE MEANS. 19. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE 5. PRESSURE TESTING SHALL BE DONE BY THE CONTRACTOR PER DELETERIOUS MATTER AND SHALL NOT CONTAIN ROCKS GREATER THAN IE INVERT ELEVATION CITY/COUNTY DOES NOT RELIEVE THE OWNER OF THE APWA SPECIFICATIONS. 0 0. SIX INCHES IN DIAMETER. CON11NUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED C-1 08 DETAI L- STRUCTURE 1 & 3 2. WITHIN 3 WORKING DAYS IMMEDIATELY FOLLOWING FINISH GRADING, uj 7. STRUCTURAL FILLS SHALL BE PLACED IN 8" TO 10" THICK LOOSE WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY/ 6. SIX-INCH (6") SIDE SEWERS SHALL MAINTAIN A TWO (2) PERCENT I All Fmw uj mmmi V) PERMANENT VEGETATION (CONSISTING OF RAPID, PERSISTENT COUNTY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER oft gol 11 doft Ali'l u u k; IN u HORIZONTAL LIFTS AND SPREAD UNIFORMLY� OR AS OTHERWISE GRADE6 i m=r=w mow=* AND LEGUME) WiLL BE APPLIED, (MINIMUM 80# PER ACRE), THIS FUNCTIONING AND MAINTENANCE OF THE SYSTEM DURING OR ic 0 V U )ilk R 2 DIRECTED. BY THE SOILS ENGINEER. IS TO INCLUDE THE FOLLOWING' FOLLOWING CONSTRUCTION EXCEPT AS OUTLINED IN THE CITY/ 7. THE CITY SHALL OBTAIN PERMITS TO WORK WITHIN THE CITY/COUNTY V) THIS MAY BE 20% ANNUAL, PERENNIAL OR HYBRID .do 8. THE SURFACE OF ALL SLOPES SHALL BE COMPACTED. COUNTY STANDARDS, RIGHT-OF-WAY. RD ROOF DRAIN Lj. ACCOMPLISHED BY OVER -BUILDING THE SLOPES THEN CUTTING BACK RYE GRASS, 40% CREEPING RED FESCUE, 40% WHITE CLOVER. C-101 DETAI L- STRUCTURE 4 .maw TO FINAL GRADES, OR BY RUNNING THE COMPACTOR OVER THE SLOPE HYDROSEED REQUIRED. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 8. PRE -CONSTRUCTION MEETING BETWEEN CITY/COUNTY AND CONTRACTOR 4,50 ALL SLOPES SHALL BE Tel* TOP OF ISLAND UJ AS EACH FILL LIFT IS BEING PLACED. ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, TO BE HELD PRIOR TO THE COMMENCEMENT'OF ANY SITE WORK. C-1 11 DETAIL -STRUCTURE 5 j Li COMPACTED BY THE END OF EACH WORK DAY. 3. FERTILIZER- FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE > 0 SHALL BE APPLIED AT 400# PER ACRE OF 10-20-20 UJ tmN Li. LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT 9. ONLY FACTORY BEVELED JOINTS WILL BE ALLOWED IN ALL SEWER 9. FIELD DENSITY TESTS WILL BE MADE BY A QUALIFIED SOILS ENGINEERING (10 POUNDS PER 1100 SQUARE FEET) OR EQUIVALENT. -R- 0 PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK MAINS, EXCEPT AT SIDE SEWER LOCATIONS, RIDGE c1+4 FIRM. DENSITY TESTS SHALL BE TAKEN AT OR JUST BELOW THE COVERED BY THE CONTRACT, ANY WORK WITHIN THE TRAVELED 0 Lino 0 W Lo SURFACE AT THE FREQUENCY AND AT LOCATIONS DETERMINED BY RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL 10. SIDE SEWER MARKER 1994 APWA SPECIFICATIONS, SECTION 7.18.3 (5). STORM DRAINAGE W, OTES: C) THE SOILS ENGINEERING FIRM, WHEN THE TESTS INDICATE THAT THE REQUIRE AN APPROVED TRAFFIC CONTROL PLAN. ALL SECTIONS SWALE DENSITY OF ANY LAYER OF FILL OR PORTION 'THEREOF IS BELOW THE OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23, TRAFFIC 11. ALL MANHOLES, CLEANOUTS, RINGS AND COVERS. SHALL BE LOCKING SPECIFIED DENSITY, THE PARTICULAR SECTION SHALL BE REWORKED 1. NO PART OF' THE DRAINAGE SYSTEM SHALL BE COVERED, CONTROL, AND THE MANUAL OR UNIFORM TRAFFIC CONTROL AND LOCATED WITHIN THE BLACKTOP. UNTIL THE REQUIRED DENSITY HAS BEEN OBTAINED, CONCEALED OR PUT INTO USE UNTIL IS HAS BEEN TESTED, DEVICES (MUTCD), SHALL APPLY. N ASPHALT SURFACING INSPECTED, AND ACCEPTED BY THE CITY/COUNTY, 12. PROJECT ENGINEER SHALL BE RESPONSIBLE TO COMPLETE AND 10. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY cn RESUBIAtT TO THE WASHINGTON STATE DEPARTMENT OF ECOLOGY THE ck� PROTECTED BY TEMPORARY SEEDING AND MULCHING. HYDROSEED 2. A PRECONSTRUCTION MEETING AND A 24-HOUR NOTICE SHALL BE WATER MAIN NOTES. DECLARATION OF CONSTRUCTION UPON COMPLETION OF THE PROJECT, CONCRETE SURFACING PREFERRED. . ........ Ali," REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT IS 'ME millillammio a eke _j CONTRACTOR'S RESPONSIE31LITY TO ARRANGE THE PRECONSTRUC11ON G L U I t C H inq t; It ENTS 11, THE TEMPORARY EROSION /SEDIMENTATION CONTROL FACILITY SHALL 1. ALL WORK AND MATERIALS SHALL BE IN CONFORMANCE WITH THE MEETING WITH ALL CONCERNED PARTIES AND TO OBTAIN ANY CONCRETE SURFACING BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND STANDARDS AND SPECIFICATIONS OF THE CIT%T///COUNTY PUBLIC THE CONTRACTOR SHALL COORDINATE ALL REQUIRED OBSERVATIONS/ CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY AND ALL REQUIRED PERMITS FROM CITY/COUNTY AND WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. EROSION /SEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST OTHER AGENCIES PRIOR TO STARTING CONSTRUCTION, IT SHALL STANDARDS AND SPECIFICA11ONS AS APPROVED BY THE CITY/ U. BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY/COUNTY BE SATISFACTORILY MAINTAINED UNTIL THE CONSTRUCTION AND CONSTRUCTION INSPECTOR A MINIMUM OF 24 HOURS IN ADVANCE COUNTY. A SET OF APPROVED PLANS SHALL BE KEPT ON -SITE 2. SOIL STRIPPING/OVEREXCAVATION PREPARATION MAY BE NECCESSARY, LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON -SITE AT ALL TIMES DURING CONSTRUCTION, REFER TO THE GEOTECHNICAL REPORT. OF BACKFILLING ALL CONSTRUCTION. EROSION HAS PASSED, SHEET TITLE 2. ALL WATER MAIN PIPES TO BE NEW DUCTILE IRON, CLASS 52, 12. NON-COMPLIANCE WITH THE EROSION CONTROL REQUIREMENTS, WATER 3. THE CONTRACTOR MUST HAVE A SET OF PLANS, APPROVED BY THE CEMENT -LINED CONFORMING TO AWWA C-151 OR LATEST CITY/COUNTY, ON -SITE AT ALL TIMES DURING THE COURSE QUALITY REQUIREMENTS AND CLEARING LIMITS VIOLATIONS MAY REVISION, MORTAR LINING SHALL CONFORM TO AWWA C-104 OR OF PROJECT CONSTRUCTION. COVER RESULT IN REVOCATION OF PROJECT PERMITS, PLAN APPROVAL AND LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR C) BOND FORECLOSURES, MECHANICAL JOINT SHEET uj 49 btt"UKt ANT UUNbk11'fUk;11VN MAT OCCUR, THE CONTRACTOR SHALL C) C) HAVE PLANS WHICH HAVE BEEN SIGNED AND APPROVED BY THE c%4 CITY/COUNTY PUBLIC, WORKS DEPARTMENT, OBTAINED ALL CITY, COUNTY, STATE, FEDERAL AND OTHER REQUIRED PERMITS AND SHALL HAVE POSTED ALL REQUIRED BONDS AND HAULING z TRUSTS. ui _j %On IV I NE* 1/4, SEC* 17, TWPo 21 N, RG No 4 E01 Womo I /A ..... wo is]-, EXI'� E x C B PLANTER P. P. R I M, W/TEL LINE- 1M==440.7A,, BLK (TYP) PL)S "J" s lik , (0 0 tK 10, C.W6 ,pm 41 -.1 ....... vv 6" DEC 6" DEC G S"TRIPE LIN E �,6" DEC 6 DEC 61) DEC tK RASS DEC eb DET I N A p le, one. - E X I S B 6 C,C.&- C� lip C 18" C.G* w RIM, tK W "�ruj < 1h. A tK -N - E3 E C 1---I M A R C f 21 t F.' V, - 4-4-0.81 !j N I/ C-� X bi 6" C.C,& 0 Jolt, < 0-, z Ld N A 91 Z7 x Ld Ld k.x tK CL 6 C. C, EXIST. CB V) tK 18" C.G. -1 RIM=440.95 Ld lb 0- 19 Vf 4: �Z'N C 1 438.15 OUT) C tK Ill lip 0, 9/ Cp (V 9/ 0 VN vill4l. vw. tk 18 C.Gv- vjt, wvh�� T, d ,b 'C� A C w 6 DEC GRASS /6 i--\� I PE E I r\ %.%N P. P. 6 DEC \<c) 6 DEC C. W. tK' s -1- 1 J C T. B 0 E L I N tx 1 W/TEL C'k 4 55 5� tK (b ��m of Eli -11F" In m Fm im m m 0 m :04 11 m I I'lp 4' CON 18 G. Q) tK 4z� 1�1' N tK 4 0 1 tK F ------------ �K P. P CL IIIG L MITS WER 0� 14"1 , �- /, -- "i I/ (I",. W/TEL V I'-- tlt* tml V% ; I I I AULT 1v (TYPICAL 6 te, 1 —4 L N-CT. 13(3 X (0 ,,R: N BENCHMARK Im C ELEV.=445.00 IGN "SAFEWAY" S C, IN tx C G. i �A?4 L G tK j A� p i-, Oj Ix tK 4. 0 JNCT, BO� tK �:IrA mw $MII WO 00 milt, MI.-, ;M14 A �414` rW, $11,1171 11 �*b 0) b o ............... 0 ......... . ............... JL D 101� A T. B 0 C x �,�,A W4% ;LkLA A txD tK D" 5A tK W4- 'A NOTE., ALL INTEF INSTALL 44LTER—FABRIC FENCE PER DETAIL SHEET C-106 (TYPICAL) AV tKl�,A lb # Tog IN ammsmNommi I ''1 11 lillill I I'll 1-1111immum x . x 00 to to CN 00 LO (N _j x C 0. 00 N L- (D z Lj LLJ :x L) LO -C C1. < 0 '2� 0 j CL Lj to > (00 WO E z w 0) tn 0 0 CL APO ff PROJECT NO. 2005023.00 r\nAlliki f'N\/- CHECKED BY: TAP z 2 0, A n ib z "NI (b 111"P tK �O fo. , �? tK V) It - 41,6 tl�� 0 �K q) I (0. ll� A, �0(6 4�b tK IlIx 4L A PL)S AN (X LO Li I x ASO' tx (0 in MAP ffiq J m IN No z L0 w NEE Imm MOM mmmm Elmo 0 <rv,�J,,b (0. on— ,0 ............. J00 v( 1�j V) tK �K Jill, tK tK q00 I.-- (b I Z �3 z SO n. 0 14", tK ry �A INV tK 0 z Mai in V) 0 E C 0 UJ W tK hl Qp- C. Z tot, 436 43 6 3: . ......... .. V) J V) tK z V) LLM tK A, V) w tK n�ll t" --, <j 0 4 tv § tv, - w tK' 0 GRAPHIC SCALE lbq 1�� tKt ro tK- 20 0 10 20 40 so uj umm V) V) Cil tK LO tK tK/ IN FEET 1 inch 20 f t. Ljj -Z till. > V) Cy- < hl I ui tK' Z x 5, 4 5 0 A- N.,.Q I E ALL CM P r' I IT) N EXISTING TOPOGRAPHIC INFORMA11ON SHOWN� HEREON WAS TAKEN FROM A SURVEY PREPARED tK "I I 5 (12 A T BY BUSH, ROED AND HITCHINGS, INC,, JOB No. 2007103.00, DATED 05-24-07, SOUND CONSULTANTS, LLC, r A-%4 11 .11jp TH ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXIS NG INFORMA ON, E ....... . . ix, 15 CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION. THE HORIZONTAL AND VERTICAL LOCATIONS tK OF ALL CRITICAL POINTS OF CONNECTION AND IMMEDIATELY NOTIFY THE OWNER AND/OR ENGINEER OF ANY SHEET TITLE X Jill tx ....... O'N SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON, tK' 41 EROSION CONTROL 0`7 LI N E "I MATCH SEE SHEET C-1 ut 0,, NORTH HALF CD ui -H, SHEET NO. j IT`- 1z A#W& P-� AW Ar'U mum I Jill NE* 1/4, SEC* 17, TWP* 21 Nib) NO""kGNo 4 E01 W*mo C) C) CN Ld uj MATCH LINE SEE SHEET C-102 ---ELE(� I HICAL 'JUN("I ION BOXES N, M t. 1 '14 ROTECTION A EXISTING lob C CATCH BASIN (SEE DETAIL SHEE C-106) # tK' I t�. % tK AN A PL'S (0 P1 E X I S-i:—, AN. tK P� MAA-A p p -4- s --j) CD G I �tl tK e'�V E. =---4-2i VIC ID 00' \N 0 Tg%N 9 : ON 7 , we 4 <zi C4, LLJ A� YIN, 0 "Y I V) LLi 11"R A M DE -YIqT- COKC41 !I"'- tK J Ix RIM=4,33 (I S T. SS M I -I Q) tK POWER 'N.. e.\ #0 L-j M-433.94 Ld 71- 0 2J., -cm p- -0 m up VA IJ LT VK 4 3 0.-7 1%*)" T Ij A.'N I. A)' . . .. .... ...... E�IST* C B` 430.6 C, <r V� 9\ VF r�(IM==430.71 PL'S r 01KI L=—tT 1 1) X w --Ipr^ -t SO T k A . I tK -- . fz�/— — — — — 70' 4,�,p 6 1. E. 428,36 1vv v D E C tK- 4. tK A:�7 , tK tK tK L vi -1 7 'm, tK "3 0 4 \11, 4- �� - I I -J 2! ic D IN C]". ro OK *A -LE 61 C�Rl 'KJNCT. BGV�,� X�r� N w"A tit tK END 6" C.C. 6 C. C. % tK' JX� tK' tK L tK eA 4% v �x Li—j --m— oi ow o P4.: -11--- --- tK tKq C� tK GRASS tK- 6" cc L ENCE LIN C v It *1 1 t 7 '77 7z§�— — t- IN V- EXIST, -C-B—,— tK - 7=1 �6 "'i 1b -5 D 02 D E PL'S �Tm P/� ha. o 2 DEC DEC RIM 434.35 �gx, tK - -A_TK �K' X. D All, 6-1k I - - flK xpr% Ix bx 6" C.C. 1. E A- - 2 7. 3,15 (12" CMP IN) 0 0 0 C o. 0 *woo"% .. � � *A" 1 u uEC 4\ CN $ r 8 N,"? 4�) 1 / CPA 1\ 0 I.E,==426.95 (18" CmP I N Ix tK E., C, C.t��-) 2 n. --for- STRIP n. 4 8 E4C.C# LiNE CONC, WALL 1v I' E, 4- 2 6. 9 5 (1-8 cmp ou'l-) f lip* vx N1 C 1". (Ij tK 0 q� tK A R K \,V .11�� -ENC A-�D EXI C- tK -32* 7q "let" <x ELEV J/1 . y 11, p b RIM= 32 74- tK tX tK b AA Q, OVERHANG 'N, < D K 4 3 4 X sv EXIS C13 tK <T q :> RIM 43271 An'/ GRAPHIC SCALE 1, E. 430, 01 12 CMP 111) tv.- C u I E. 430, 01 12" CIVIP OU, 20 0 10 20 40 80 2 IN FEET /R oj� 0 N C 1 Inch 20 ft# -r, WALL 00/ R E X EXISTV SD H �y C RIM 43,-,,-', 0 I,E�=427 76 (12 CIVIO N) 9 y) b'o �P EXI CB-j LIJ b!OTE;,, ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED ( 48 MI 0 -1 ) + - I. E, 4 2 6 5 6, BY BUSH, ROED AND HITCHINGS, INC,, JOB No* 20071C3,00, DATED 05-24-07. SOUND CONSULTANTS, LLC, RIM-43 3 COMPLETENESS OF THAT EXIS1 NG INFORMA11ON, THE uu ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR I 431-2-�N,,(121) IRUI uu CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION. THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRI11CAL POINTS OF CONNECTION AND IMMEDIA4`ELY NOTIFY THE OWNER AND/OR ENGINEER OF ANY PL'S 0 SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT THE�� CONSTRUC11ON OF THAT DEPICTED HEREON, "J'A Ntx "qx n) tK� All, C� tK- C. tx.) txl X C1. A- U. Q01 Ln EXIST. SS MH INSTALL SEDIMENT PROTECTION AT EXISTING RIM=434.90 0 AIL SHEET C-106) 0 'Ai -1� I JKT I.E.=428,40 IN CATCH BASIN (SEE DET IV tK Lij CD 1,E,-427,,80 OUT > EXIST. SS MH 0 EXIST, SS MH ij� RIM-434.89 2 PVC VENT- 111i tx 10"I'll< s ELECTRIC 41,b RIM-434,86 rf HANDHOLE I.E.--4--26,84 (8" PVC IN) RIM 433.4.1 1,E,=428.41 (8 P vc I tl\j CONC, RET. WALL 1,E.--4-26.84 (8" PVC OUT) < C �1, -1 I.E.=427,76 (8" P V 0 1,.) T) /18" CONC. CURB (N. SIDE) 0 TRANS. -J I 'EXIS 10 SI) 0 (010 tK N RIM=4-,3,3 84 POWER tK -b P WR M E TE R JAI\ A 1,-A IvEo-422,29 (t.) vc 0 AULT 6 C-', +4 1 i`i' (b tx- G P N�� EXIST. Ss t, H I-01 )ING LINK 1--EkICE Ex 1, CB GAS /r EXIST, SS ('�0.11 tK EXIST, C13 CONC. RAMP IM-434,01 113 tK - I e\ R lit, .51 1p�� D4- - DO� K Cf) Rr---K) 4 3 0, 8 9 METER 0 0 RIM=432.42 F 1. E. 430.76 (4" PVC I RIM==434,29 N �K 0/ 0 N Le7- t), C.(--.", 1 > =--427,59 1. E. 4-31.56 RISER (.3 8 I.Et (8 D 4. C. Ir _0 CONC. IN) X j-'s z D PUMP CUR13 31 ) I Q5 0 1-4 tKol C I-E-==427,34- 2" CMP IN EXI �)T. SS C. bb v% tK' A lie [ww VN P L'S I STATION L EXIST, SS C.0 oh I.E.=427.34- 12" CMP Oil C, OF IIE - A Vx �N 0—#"~ - - I r— T TV, tK*/ -rf,34 /A 00 nx�l v i -,I- RIM=434-.85 <-1k Nf, < (.) IL A j� rp P G, U A R D R 0 0 P C) 8)) 4 (.'11*. 0 "A 10ou U. u C 0.1 ...... --e-, -.- 7p: X) tK J, -5 u EXI S S -Rtm-- 4-34.-&2- -1 4,1� WA TER 8 � 1q-1.- 1 i RIM-1433 I i i J�% � Cm P 01 -F % ------ --TAUCT-�— i.E6=1424.01 (8) PVC OUT) tot* . ..... . ;4N In vy tx 41x" 7P— G 2 tK C ...... w RAS) ,77' T J 1A —A M-N G GRANJSJ Ix -�z ID E C N10 r%H'AIN LIN Ile t - A s s 4, E LINE �,L � IC I bl- - I I <N!p--11� A A, -j JT le\ - D tO -?TT- ZN \ �2'1 !4�?JIK - PC Nv%. -In'-YD �,O I N1 I FENCE LINE t ) "" IT NN\ 4) — — v 1� "'0 1 / 1-, 0 01 00 20— tK 0 t�'D 8 CON tK p PL'S Cp C40N 8 N EXIST, CB CON( It 8 CON 6 "ON L 0 A 1 NG 12 RIM-434.26 6 CON ""ON 1, x 8 4' CO 10 8e 6 C 2 C0N ltx (N 0:� I.E.==432,11 (8 it DOCI tK - INK FENCE PLAYGROJN WOOD CHIPS B C, EXIST V) C13 6 2 /1.) LE,=430.3 tK- �V A; W -A RIM=433.,57 b -1b P.- winor) T-1 T T"\ /�l N rXl.�T I.F. A25.07 (12", CUP]IN) "N T T-- 1 (71 M, f***N 7-1 *17, rl r"N A. T f*-1 M T T rl`�` A H AEE tw KI v— CO LO C5 �12 V z 31: 0o 0e,411% Lo 04 Z 40- w C Z x C 0. 0 #N z Lj Lj LO C to 0 .j Lj L0 > C 00 w E 4) LO z w Z CD 0 C: LO 0 Aim. PROJECT NO. 2005023.00 DRAWN BY: JVH SHEET TITLE EROSION CONTROL TH HALF SHEET NO. wpa, 1.1p illillo I a a a AM N mo W tO*ik E 00o NEo 1 17t po P%1 No) RG 0 4 E6 Wo 'aaaaaa, "aaaaa aaftaaaa aaaaaa, 0000aa, INaaaaa, p I- ..a...*- aWN'aaa EXI ST. C13 CP �_7 r% Q) Nq Cb F-[,,. AN "TER RIM-442,32 Ab� A-- tK 7,4m. raw EXIST. Cd tK 10 PLS P. P. 1'� B LK (TYP) 43 1 q: (0�1 "b" r� RIM-440. W/TEL R I P E L 11'.11' ox 3' N, %___ -'a'aa JI Ite 775* �x' ��11 ;�� - ') * " I C, W. C� GRASS 6" DEC b uEC 6 DEC CIV 6" DEC 6 DEC DE ------------- - W a-. 6" DEC t�v 6 U L"'I" STRIPE L-11',1E GRASS '6" DEC _j of \ -*- -EXIST. C B 6 C1. ell f NIK txls # 0 RIM 39.4-0 18- C) `-, tK Lij toe tK tK NCHMARK % _j tKq LEVOI= 414 0, fL`3 1 6 C.C.& LLI 18" C.G# "�7 s LLI f EXI S** r C) a 'V"_j 4_1 v tK RIM .......... A I. 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A-, - W TEL NN�� 1 1-1 t�� "BOSTON MARKET" SIGN 0 P;,: S TRY -EXIST. 't) 0 J E' *Now m m B x 41*68 E \IST. S 7 1/1, " B v RI M 438. E X I S T. R K BENCHMA C. C_ R M 4- 3 8. 4 6 43 4.9 4" 1, E. Ar U T A "SAFEWAY" SIGN 6 IRON) RIM=437.81 4 4! -,) 0 0 LIGHT POLE, YP) W. K UZ�K ELEV.= 1. .=436.76 4-fm- C 12 uG -435.91 i, E, 'tK /4 T � 76,,z L 0 INS, Ry :j 4 FF"w*4359.34 /V 4.3 7. 0 c� 6 C. & C� 4 0 W �K` W, V vr, 8 4 \0 9) '12 C. G. v Ix JXN 0 tK v r b 1W ....... .. . 7 a 01 11 1-77 'C� vt 1 � ) 3 LA CROSS -HATCHING Al 'y A N OF Evi 4z 3v BE F RIM= 438. v ECC 77 "n %400 LO p AND 14E LA UXXG�E PLANTI PCS L S 4 Wg� �jr >< A tK A 4 7(iy, C�%, INSTALLED, (TYPICAL 4> tKd 4 x ING) OF 7144 SQ, FT. LAN DSCAP ERHANG2 ;z 00 3� I tK 001%. 6 txK F, OVERHA 4C 440 Nx :",, i 1'�,'��""�")I, �� z" �, /Z__ d!Z_ zz- CP j a D z f J�P < C --EXIST, SS MH C >< 0z 6 '00 Oc Z C �K N Y) 0 > Ix RIM 4\38.51 I C� N/1" > xr-,/ Ter tK* 04 z V) 435.90 P' op'l, L�:. _0 i.E11_436,71 (6" PVC IN) 3 I*E. 4':: EXIS1 C13 4 I.* ";v, I Ld C tx 0 > 4__ V DEC 0. 7 LL LAJ LO -.AW-KW -434.7 SHADING INDICATES AREA OF EXISTING 0 7� i ��< >I RIM=437.83 -436.81 IbE. L I 1. E, CL LIJ > 3 (8 0 T) R M=438 '6 tK 0/ B 0 S" N MARKErn tK Ld PAVING TO f3E REMO\ET) 0 40 LLJ C E PAVING INS"TALL ED. P� V- to Fri kVING SECTION DNE-- ORY e` Tj -P % CP ER JQ REPORT. DP.J._C_AQ_-_._._ OONe, I) �x MET PER S^L 7_ N Z V-' I-V x z) v 4 tK z z > W F. 'k 8 tK 5�3 q v �A T N� Ch Ib 3. �-W, �A 43, lot - A � 4 , '. N V, x CL FL* JK U-) V V� 7��`2,7�' C % 7) �\X/ 8 C T 0 C' (0 & r WA N*.$" WAR 1019.0m OWN 4. 'Opt, A. i�0 30 Q) M I IVI tK 777 7t, 6A ,-EXIST, SS C-0. 6 "'C "16- K\ W tK'�t`) tK 0 N D tK 8" C tK 7 WALL f1A C. 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TE 430,8 11 � � INSTALL SOLID LID ON EXIST CB & INSTALL � , I I i VING i I I . AS NECESSARY TO DIVERT DRAINAGE TO : I '� i !� FLICTING I f I STORMFILTER UNIT RE -LOCATE CON ' ; '�� I �5 U S NECESSARY � i - TILITIES AROUND INSTALLA11ON A ' 'i 1 � OR SLIGHTLY MODIFY STORMFILTER LOCATION IF 1� of ! 10 ty, FEASIBLE. INSTALL 6's ASPHALT "SPEED BUMP I �* '� TO DIVERT DRAINAGE AS SHOWN$ I I'V, I N k ,�> �61 �i in Q � I .0 0$1* r v I , 1; 0 0 � I � 7 p _____00__ I 10 8 E.CoC` " tK `["""J:'-ke,` ' �e� 'I �(Z� �10 I '"p I t�( D ",\ - iii ,,,- . tK ") . <) - ,4Q.) 0 ,,� t,:) I�K , I � I 1'.1. I I .1 � � ''I . I 1 . � � I , . all � � � lk a A a r% &A #Oft r%1k I A 1,,e k I P% ^ b1!QTl ALL EXISTING TOPOGRAPHIC INFORMA Orq Smvl N K V1,4 iffilk t % It\\ f 4 " INGS, INC, JOB No. 2007103.00, DATED 05-24-07, SOUND CONSULTANTS BY BUSH, ROED AND HITCH PONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE , K10 , , to i $\ ", !",,",,� . I � " " " ", (�6- 1 �",� � !'�ll'!"",�ll",��,�ll,"""".;�""�'��."�,��',� ""I'll" � � Nii", I �t " tK- VtM MOAL LV%.o^ "V , �, , __,.,�� 11ONs THL HUKIZUN I AL ANV , �� " I - I I "" ", 11 -, 'i , tK - "ll'i t,� - I __11\ '1�11'i, " ,1"`!� � ,,�""��,�,��'i""",����',,�,,',�,*�,�,,�,,� . i. -, 1'� ��,�,-" ", "'I'll' 1, li " - - ,,, --"-- CONTRACTOR SHALL VERIFY# AS FIRST ORDER OF CONSTRUC GI � I 'I; �, "�111 - ---'------* � �,!�,,W ... ��,�, _ A ,� ,� � , ,� 1�,,;:�� " i�14'� n, t�� t�� tK 0 I'll",��""",�,�;i�,,,�",����,�,�'. R OF AN Y 1� �) 11�, ,,,, 11�,� , �,,,,V�1�11� I . �� ,,,� , ''_ tv,� 11k.1, ,,�,, ")k I �,,�,' '' I I � ,,� �� STRUCTURE # 5 z ,� I" , 1" ,,,� 11�1�71 ,I I I 1� il"i I ow.l.*40=004posi I OF ALL CRITICAL POINTS OF CONNECTION AND IMMEDIATELY NOTIFY THE OWNER AND/OR EN NEE 1 '4. C I I �11100l k 10 tK I TE 437,82 0 1 " � ill'', , '' 11 0000 BOVE GRADE ,, 11"',__ 1� I'll, I I # �1 k"", I >� _', I � ±4 A 0 I —i I'll I'll, SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON* ' I I . � I,�.�t` '_, ,, I I _J ", I '_1�1,il �11'1'',!�,, ",_�~_ I 4 " �, I '' 1XI IN 8" F.M. 0 ii#v_,�l I I )i�l � 11 I ill"", IE 434*54 � I., I I I . I '' "I ) I �' " " , I I �1,111� I I I j tx- I I I �11 *-IIiiiiIii,i, IE I i,, ,_ ''I � I'— I I I I I ", "I> I '',- I ,��,,' �) I 11`�_"11111 __-��,"Ik��", �'11'1'11 PUMP) TO NEW STORMFILTER I I I �i_,�) 11, 0 "I'll """'o 11 �11 flTC IF w 11 I 11 I t�) " I `"' :,� i, I UTILITY CROS,1NG CORRIDOR. 6 REPLUMB VAULT PUMP #1 (PRIMARY .1 ,"N. 1111� �,� ��, I )", 1;_1 I , ? w, ", I I I � �, ,,`�"' � I I . (. _�) I ,�,1_1*1 I '' " ,,, ", 1, 1'�, I I - UNIT INSTALL STORMFILTER UNIT AND CONNECT TO DISCHARGE POINT , '' . , '' "':,, '' � , , — � I '' i '"'" AS F RST O - � __ I (1) I,;1: �, '_",�,� " * , �;f',�,4`��,,,'��,,' � �, �,� ", i", � TALL 2 6"O STL, PIPE BOLLARDS AS STRUCTURE #2 % .,-) ��,",I',41��!',,11�, I 4 INS I ,"'�,` I ,��.'�,,��'�,,�ll,�:�'I",""�ll,�,,��;� ,,,�,",,��! CON LL VERIFY . W/1 O"DIP GRAVITY PIPE I I --I "I'' I , , , , d 'J� , 1:1 ,_�t',,'q�i,,'�,,,:, , , , ' !Ii�ll,�,,�i",�,�'�"!"""""��,�'�'ll"� , ',� /R-EPAIR PUMP #2 (OVERFLOW PUMP) ALL CONTROLS TE 434,30 , , , I p , , , '1�11Q ,,. ,.,�, li`� I ,�ll,li"lil���I'l�,'�,�,"!"i'-",'�"I 1, ,� I CL , " � -11� '��`,, I 1. I . 1,�,,�! , , SHOWN REB I . , �i,j'.,��t"& HORI ONTAL AND VERTICAL LOCATION URBISH ' . ��', " 'A iiiiii'll !ill I TER -1 , '�, ","'i" !i . ALL SO ', , , " -,,� , ,,"', -��,, " �', ..... " , " " -, � %, , T', " " ,l� � : I , 1!!!!, I 1 *2 r 'i , 111! LID LID ON EXIST CB & INSTALL STORMFIL 11 I UTILITIES TO V:. Y TO ASSURE NORMAL INST 'i ,'I' I I � vi�` I I "'�"'�","",,",'�,�",i","�� ,,P��,�i�,,�"""""�ll,��-,t"�"*"",'�,�", �11 OF A L EXISTING "w � CENT REGRADE PAVING AS NECESSARY TO DIVER U LL � ��'i,i , I ;�i,,.i�. I I Ir , 11 ,i,,:,'��J,��i �� 'i I I I �'�l,�'ll'I",""�""","�""I"""""""",ll""I'��ll""I"I', -TOC0t4STRUCT AS DEPICTED, ... .11 -1, ''I -Z il _ `:;T,��"";�,,�'; : ': I �, ;1, -flON IF FEASIBLE. —LOCATE CO 11 -I..." I I" �', : NFI.,IC"nNG #% ,� :1 '':" �, . , #S 'f� �,��i�:11 �1�il��,"!::,�11111"!, I ABILI OPERATION. RE —LOCATE CONFLICTING UTILITIES AROUND INSTALLATION DRAINAGE TO STORMFILTER UNIT RE 14 �_',', �- -� - '' ' �,� , 1,11 1, ��11'11,��,,�, '' I 11 00 , i,� � REST RE ASPHALT PAVINGo CONCRETE - _. __ I I �_Ii_ AS NECESSARY OR SLIGHTLY MODIFY STORMFILTER LOCA �� I ': � I '', '', 1 �3: I I :1 , "", 11 , _ �,� UTILITIES AROUND INSTALLATION AS NECESSARY OR SLIGHTLY , '�'" 'i'',�` I ON I �,�__ , 11�_''l , I � 'i I T,01'1�,, :,,,1�1,j 4% 1 11 I CUR GUTTER AND SIDEWALK AND ., ��** I 1,� A ,�",�,,��,, - ___ __ 'I " '' 1�' - I:— X I C", 1111I, MODIFY STORMFILTER LOCATION IF FEASIBLE, , , 1" . _ -LAN _ . , , � , , '', (D. I '111'��""�,,���_ '' � _ , _�w ", I , !,�',,',:i� I C IS s M H ";"","',', p "; '' LAND ' ,� [f) I , I "" .... ,����,,��ll,���,,,"�l",�,�"111:1,1�:�,,;,,;,�""",", i,�,:� I 'i .�,')� , 1") ''r,'',"," 1� �,_,',', I "" ""'", I , I - -.,..----- 11 ___ , '' , lo == ,,''�',',� I �,�,,,�"",*"��,',�""�,,�,�,,,,��,�",�".,�,,��,,,��,,,,,', -,?�,��,,,,,';",,V, #11', ,,, ,,'',".. . 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I—, y �;,,, \� ,,� 1, 11 , , , I" J� I I'll �� , i"', :, � � ,!;; I �� , I I I �11 I i,"�,�,'��,;�""","",""��,,,�""",", �,� ,,, �� I "? 11 I �11' ,��i",���,,�,,�""i,�""","�',�����,,,�,* , _____i1:7�:Z1.___, �: � � " 1 Il- 11 i :�': I I __ 0 � </d ` I h - - """,��""","",��""","�,,,,�,"��"";, - "L ,-. , J �,*,,l I �",��,,�,,�,�"",�""","",�.""",""�""�,,�,,,,�,,�����,,,,��"', " AND JOIN (.TYP) U R I ivf =4 4-. _�� 9 . , ��`111`11111'lii�'�11 �b ELECTRIC ---- 1111f., :1. I � "" "; -'ll .111"'111"I"', PAVING I , I I' I , ,A ' ' , , " � , ,� �� , � � , , �� �� , �� — — — — . , � , . � �,� � � — ':Z — , , , � , , , , , � , , , - , , *", - " �,`,�`,,--, ,,,,, , , % : '. " , (i'll) i �,,,*�,i",,��,,i,�, ,N�,,, "" t, , '' EXIST, SS MH 6 4 1 ,'Ni�. , 1'� - _4� , EXIST. SS C-0. - � ''I ,1 4 (8)) PVC, IN) k ;I�. , Ill F� o llil�, "',�: �,�,;.`,,�,�v�, ,,�,,�,.,',,,"",i���,,�,,�",-�""",,.",",.�""�,,,,,,,,,,, ", 11 := 4.2 6. . I """ `�"','�,*� 771 � ,-;',, ,! �i�,�, , , " ,., !10" 1, E. 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E. == 4 2 il,-� .6 �3, "24" CMP 11�1) t_111 I � f'::� � I & � STRUCTURE #3 : \ 11, . 1, ' I ! � 11 I .-,i, i I.E.-429.63 (24" CMP OUT) . ,* � I i "I 1 "'.7", TE 43 3.4 � � I - ) TE 433,16 STORMFILTER INSTALL SOLID LID ON EXIST CB & INSTALL STORMFILTER I 11 : I . INSTALL SOLID LID ON EXIST C.B & INSTALL C I B ADJACENT REGRADE PAVI To DIVERT � � . I I DE PAVING � LITI I I � DIVERT DRAINAGE TO STORMFILTER UNIT RE —LOCATE DRAINAGE TO STORMFILTER' UNIT RE— R SLIGHTLY CONFLICTING UTILITIES AROUND INSTALLATION AS NECESSARY UTILITIES AROUND INSTALLATION AS NECESSARY 0 MODIFY STORMFILTER LOCATION IF FEASIBLE. OR SLIGHTLY MODIFY STORMFILTER LOCATION IF FEASIBLE. I � � I I . � � I I ''I I 11 I I., I I I L � . I I I 11 I i . L I I I I I . I I I I . I I'll . I L . I . 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I . � � 2005023.00 � Ile) LO C:) 0*4 LLJ LLJ _j 2 It x4" DOUGLAS FIR SUPPORT POST FILTER FABRIC --, ATTACH FILTER FABRIC TO POST WITH WIRE MIRAFI 140 OR EQUAL � ��. r%l r-r% rii *rrn C*ADDIP KI FUIRMNON A NE4, 1/4, SECta 17, TWP* 21 N., RGN. 4 Eo I wis mio 0;p B P-0" nlo ro Wo 1 2 24 it 24" 1 21." PIN on BACKFILL MATEA, (SEE NOTE 5) A CONCRETE CLAS< (SEE NOTE 8) F, LI IT11I'll, I / ==4 if 11 x — —/— I No. 222P DIAMOND-/ 2-No. 1012P DIAMOND SHU-T-OFF VALVE ON OUTLET B PLATE COVER PLATE - INSPECTION COVERS PIPE. RIM FLUSH W/PAVEMENTO PLAN —BASE PLAN —COVER No. 222P DIAMOND 2-No. 1012P DIAMOND BACKFILL MATERI to PLATE COVER PLATE' INSPECTION COVERS (SEE NOTE 5) - - - -------- BEDDING MA W.. I iOIL/WATER FOR RIGID F t z SEPARATION (SEE NOTE 00 — INLET 0 V� M CHAMBER 4 ',,--OIL RETAINER "0 HOL'IE-TYPICALl BAFFLE F( EACH END FOR INLET & OUTLET LE INSTALL RISERS FLOW DIFFUSER-/ AS NECESSARY BAFFLE GRIT/SLUDGE INSPECTION & RETAINER WEIr% SAMPLING TEE A4 (BY OTHERS) U Cn 4 21" 12 16 4 FILTER MATERIAL. 117 A 1711 Tr BARRIER IS TO BE CI=ONSTRUCTED ACROSS A DITCH LINE OR GALVANIZED STEEL 6 0 rr C P�p IAIC 10 SWALE, THE BARRIER SHALL BE OF SUFFICIENT LENGTH TO ELIMINATE END FLOW, AND THE"'PLAN CONFIGURATION SHALL RESEMBLE AND ARC OR HORSESHOE WITJ�l) T;"E ENDS ORIENTED UPSLOPE. 8. FILTER BARRIER iALL HE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSt', (30T NOT BEFORE THE UPSLOPE AREA HAS 13EEN PERMANENTLY STABILIZED. MAINTENANCE NOTES# 1. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY, 2. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL OF RE -PLACED PROMPTLY, TER LACH 13fORM EM,,11T, T14:-'Y 3. SEDIMEAT DEPOSITS* SHOULD DE KAMM Al � MUST DE I-ANOVii'D W11EN DEPOSI't�,,)' REACH APPROXIMATELY ONE-HALF 1'14�` Ht,:"]Gf,lT Of' THE [,)AR[�IER, T f 1"NCI,`�' Of� 4. ANY S['11i)MENT IA,,,,`T`O',',-;ITs R[",,MAINlN(,�' IN Pt,,A(','E AF11"R 1111 'S 'R IS' NO LONC,�,,'R RI ()Ulf`�ED SHALL CIE t)RESSED TO CONFORM FILTER BARRIL WITH EXISTING GRADE, PREPARED AND SEEDED. V1, /101 x A , 7 ,4, ;4, ? al 6 0 o-t, ? "0" 0 R-10'MIN. 12"MIN. 4$$.6)) 6QUARRY SPALLS PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA "*' `T100" ENTHANUE t")TA"Lm"3 'A' Ll ZED C UIN t)TpNA U `N NO SCALl" DUST CONTROL PURPOSE TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES. CONDITIONS WHERE PRACTICE APPLIES IN AREAS (INCLUDING ROADWAYS.) SUBJECT TO SURFACE AND AlR MOVEMENT OF DUST WHERE ON AND OFF SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT TAKEN DESIGN CRI TERI A/SPECIFI CATIONS 0 MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES (SEE SECTION 5,5v COVER MEASURES)* 0 SITE IS SPRINKLED WITH WATER UNTIL SURFACE IS WET, REPEAT AS NEEDED. TO PREVENT CARRYOUT OF MUD ONTO STREET$ REFER TO STABLIZED CONST— RUCTION ENTRANCE* ;Rmmmm 9 - 2614IM-91 FABRIC INTO 4" WIDE BY 4" DEEP TRENCH ELEVATION FILTER BARRIER D E TAIL Kin CtAll 17 CONSTRUCTION NOTE!,30v, FILTER BARRIER - THIS SEDIMENT BARRIER MAY BE CONSTRUCTED USING BURLAP OR STANDARD STRENGTH SYNTHETIC FILTER FABRIC. IT IS DESIGNED FOR LOW FLOW OR moDrRATE FLOWS,-,* NOT EXCEEDING 1 C.F.S. 1. THE HEIGHT OF A FILTER BARRIER SHALL 13E A MINIMUM OF 15 INCHES AND SHALL NOT EXCEED 18 INCHES. 2. BURLAP OR STANDARD STRENGTH FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS (AND THUS IMPROVE THE STRENGTH AND EFFICIENCY OF THE BARRIER). 3. THE STAKES SHALL BE SPACED A MAXIMUM OF 3 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 8 INCHES). 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES DEEP ALONG THE LINE OF STAKES AND UPSLOPE OF THE BARRIER. 5. THE FILTER FABRIC SHALL BE STAPLED TO THE WOODEN STAKES AND 8 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. HEAVY DUTY WIRE STAPLES AT LEAST 1/2 INCHES LONG SHALL BE USED. FILTER MATERIAL SHALL NOT 8E STAPLED TO EXISTING TREES, C At I M9* ArWFII I F AN THE OIL COMPACTED OVER THE to BEDDING MA' SECTION A —A SECTION B—B FOR FLEXIBL (SEE NOTE C*n"Kin (CLASS A DESIGN) -�tl (CLASS B,CD, DESIGN) BEDDING FOR RIGID PIPE C NOTES. )F PIPE ZONE nnnwirNE' HKIIC"ADKA CHPPOPT HNr)FR BARREL, 2, HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX, DENSITY EXCEPT DIRECTLY OVER PIPE* 4. SEE EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS* THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING THE MINMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D, + 18 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL* 6, SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS# CC'f*%TInKl nC7 TWP )F PIPE ZONE T SEE "BEDDING MATERIAL FOR FILLAIAtiLt tolt-lt 11-4 lmr- /AUUr'kr-".>mIc-0 STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. DIMENSION a fa A B C BEDDING CLASS DESIGN CLASS A CLASS B CLASS C CLASS D CLASS F 4" MIN, 1 /4 1, D. 12" MAX. ZERO 1 /4 0. D. 1/2 0. D. 1 /8 0. D. ZERO O.D. 3/4 O.D 1/2 0. D, 1/8 0. D. O.D. *A 4" MIN. 27" I.D. AND UNDER 6" MIN, OVER 27" I.D. W A ownw. f_ v &** U� U U 1 \4 U U 'ATOK P"'I P E B E E TA I L 'U""ETAIL 0"IL/ ATER Wool UTILITY VAULT PART NO. 660SA) 450 GALLON CAPACITY REF WSDOT STANDARD PLAN B-18c (NO SCALE) SCALL: 112 V-C) (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE X/�// 10 24" 24 Z FLOW FLOW 19, poll 3" ASPHALTIC CONCRETE (AC) PLACED OVER 6 CRUSHED ROCK BASE (CRB) MATERIAL, ORt 1�4 e; 4 4 - : A'. A 4. 3" AC PLACED OVER 4-1/2" OF ASPHALTIC - ----- ------- 04 TREATED BASE (ATB) MATERIAL (SEE GEOTECHNICAL ENGINEERING REPORT No. ES-0410, DATED APRIL 28o 2006, PREPARED BY EARTH SOLUTIONS NW LLC, FOR COMPLETE PAVING AND SUBGRADE PREPARATION SPECIFICATIONS). A D" E T A I L E3 W A L E A T E D G" E PH"AVEMENT E31ECOTIUN IN U 'S) L A ["3` NOT TO SCALE NOT TO SCALE PLACE 3 ft SQUARE OF FILTER —FABRIC MATERIAL ABOVE FILTER —FABRIC GRATE & SECURE WITH GRAVEL DAM WRAP OR AS SHOWN. REPLACE UPON PERFORATED FIRST SIGNS OF FAILURE. PIPE 4.A GRAVEL (LARGER THAN PERFORATIONS) 6" MINIMUM 4' TYP ALL SIDES Awl- low#& FuUTINU DRAIN UN U SILT C TR`L, AT U`*B* . ..... NO SCALE SCALE: 1"=l' 0 Call 2 Working Days Before You Dig lmwmtp$%oosmm P"P�55 Utilities Underground Location Center (lD,MT,ND,0R,WA) 0-vt V� 0 te) 00 LO C6 I li z 00 J C) :> Z C W & Z �j X C 0 -Y. 00 %#.- N - 0 4 F- z w a. 0 to .J CL iLu EID LJ Z CF) 4) C) C 0 C) C (j) PROJECT NO. 2005023.00 DRAWN BY: JVH oil I I "71, OWN GENERAL NOTF-5 I 5TOKMPILT1=K BY CONTECH 5TORMWATER SOLUTIONS; POR*TLAND, OR (800) 45-4 7, SCARBOROUGH, M (577) 07-45 7 , LINTHICUM, MIS ( ) 740-331 ►. -j/ c 2) FILTERS TO BE 5IPHC7N-ACTUATED AND 5Ei.f-CLEANING. *2 V2 4"0 OPENING ) 5TEEL STRUCTURE TO 13E MANUFACTURED OF 1 /4 IN HaT L PERMANENT POOL 4) STOR.MPILTE REQUIRES 2. PEST CAP DROP' FROM RIM TO OUTLET. INLET SHOULD NOT BE LOWER. THAN CUTLET. INLET (IF OUTLET STUB 1011 # L VATIC N APPLICABLE) AND OUTLET T PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. ' I (517 NOTES �4 5) / I 1# a) L�51� EQUIPPED WITH 4INCH (APPROXIMATE) LONG.�TiJ�i FOR INLET (if APPLICABLE) AND OUTLET F'I�'Ifi� STANDARD C�UTI� E3 I I STUIS3 INCHES IN DIAT6! MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER, CONNECTION TO COLLECTION PIPING CAN i# MADE USING 1�L�.�CISL COUPLING BYCONTRACTOR. WEIR WA VARIES j FORM - 0 LOAD RATTING, CONCRETE COLLAR I REQUIRED. CONCR.1fT� COLLAR WITH QUANTITY ( � #� REINFORCING BAD TO B� PROVIDED BY CONTRACTOR. * * ♦ ,�. •. ' MAINT NANC REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MC�R ♦ ♦ * �# ♦ 4 4 a 7) ALL STC�R*MPILTRS R.�C�UI R R♦C�ULAR♦ a ♦ ## INFORMATION. % ♦ ♦ * * ♦ ♦ , , ,. •4 * y ,♦ ♦ • ♦ . * T LET STUB I NL i" STUB! ♦ CCU L ♦♦ (SEE NOTES a) 21 i(OPTIONAL) '* 411 �� NOTES 4 5 ) 2 CUTLET ♦ » ♦ ♦ PIPE FROM 21-0 11211 +* UNDR.DRYAIN OUTSIDE •♦ 14 it 4 ♦• ♦ * * • ♦ ♦ * Yr * T ♦ ## SCUM BAP1�LE REINFORCING NFOR,CI NCB DAB ; %jiN v W B INLET STUB (SE NOT ) � (OPTIONAL) 2 (5EE NOTES a) 3-CARTRIDGE CATCHBASIN - PLAN VIEW'�1 4"0 OPENING P) 3-CARTRIDGE GATCHDA51N 3-CARTRIDGf- 5TORM f I LTER DATA 5TORM FILTER, DATA 1 amplaml I A jjWjE%Tj% EMMA PEAK FLOW RATE (< I cf5) PEAK FLOW RATE (< I cb) M Yi► M Ilr I M► �:. � M,. Ylr Moll IM •� ----------- » juts KIMA .� ...., i■ Y i � mil ,.,,,: i � � wllw IIIIIII M M �' � �fW � � � � ' CONFIGURATIOCONFIGURATION_ OUTLET OUTI 0 U U 1 01 U 0 OUTL OUTLET 0 01 OCI INLET INLET INLET INLET _e ►"" M M --- ---- ----- - — ---------- COVER ' SOLIDNO INLET GRATE 2 1/211 NOTE5/.5PEC�IALww •�+f �1IREIVENT` : � - � OUTLET STUB ACCE55 1VERb (SEE NOTES 5) (TYP) LIFTING EYE (TYP Of ) * •*• * * INLET CRATE ACC E.55 COVER //. ''♦♦ t1 ♦ W.ax A • 1111� 4. * CONCRETE COLLAR ♦ * « • * .* * * * • * * * * * * * * * y * *♦ * 4 R SEE NOTE PERMANENT• }yam 1 11 POOL ELEVATION y * * * 4 . _._u.xxx.w. PI T� iTC�L � .w� fe 4 wpI * * :'A ♦ * * q * ��yYY b � }� I I E P21-411 U UU UUUU (5E1 NOTE 2) CAR I IDGZ. {W'b * ,� I N�al D E RIM « xn 01 AN I I ,, wr � ( ) ♦ ♦ * ♦ AC C15 Pt-U � IN44 ♦* CAN WEIRWA�.�Iu UNDERD MANI fOLD 1 1 �1! 1 11 w. p■a®t 3-CARTRIDGE SECTION VIEW * * *. ' * a ," * ✓FI ** * * 1l » *N * * IN.51D IN 51D INIDI �Yy 1P ♦* * * * * p .* ,�*4. * * A it ♦+ ♦ ,f1A ♦ a * * OUT51DE 21- A 11 21-411 1 IN51DE RIM IN51DE RIM IN,51CAE KI 3-CARTRIDGE CATCHBASIN SECTION VIEW µ A 5 ...»,. MANAGE MEN7 phi !' 71.r 7t1 Ti-Iff Aex/ d Vt>l Yik A'ATRr6> MANAGEMENT 1 i-tt! 51ORMWATER, MANAGEMffNT 5torml~rlter� OUT♦51DP R,IM atorml=ilter+� I�1b} ♦PATENT No. er6l , 2,629, u.5, PATENT No. 5,322,G29, No L// �G / s �{�. ��,A ! y4� N *�0 2-7 N G* �*' 27 !� 1VCi♦ ��! �.✓P s�G! h iYL�♦ +4?s`*r+t:. / s+;,%� 3.,T : C TC B, S I TOE' VIrl N; ). G,G49,045, No. 5,G +�,57G, ITN No. 3 #���lyc�♦ . a,ifi��,y+7y, ,��ryy, N^y y �ry wy39` lY{w"• }G""i'YjW44I, Nk+'* w.d,4,+•,./! Sw', �� pm i pa 57j / No. G (� /9 {� 6 p♦��/� 5,624,57G, 4�,T�a 4«P �1.+'4„+*, I'Y R!♦ a/]&.*"'ly✓/ 47� AND OTHER U•5, AND FOREIGN AND c�TN�R U*. AND FOREIGN AND {ETHER U.5. AND FOREIGN I«"AT`NTS PENDING PATENTS PENDINGPATENTS 2C� �ONTEi� tC�Iii1Wa%i SC�Iu14i1S PENDING i� T�W� �1#1iG�er Solutions Solutions ... .. * DRAWING ✓ DRAWING STEEL CATCHBASIN STORMF STEEL CATCHBASIN STORMFILTER^:�v ■r Oro* Ift-ow :.. Z-Q NO STEELATCHBASIN STORMFILTER !* w;Q IP f qw. 0 M 1w a" wiewwwav mm'"w TOP VIEW, NOTES AND DATA 1w ON A - VAX vv PLAN AND SECTION VIEWS SECTIONVIEWS ,mayw■■■�,�Y'/,�T STORMWATEL -.. �+��..1� � STANDARD 3 CARTRIDGt"'*".1 �¢jJ�j\�1■■■1� 3 STANDARDD��T/ 4IOIMI�M�AT Iice' SOWTIONSm L 3/3 ♦wr STANDARD DETAIL 3CARTRIDGE♦y ---jF� SOWTIONSIHM".110 �*�a .. _.. �^« /"M EATE- rNONE 1� �rp�'►,*�,y+,a e���+•w.r • 'NONE QQ/{�*.��yyw DRAWN: �sY t{�i) }pwr�. (yy,; Df A1� ,,Y•� , � rVW1I1 j�*Y��,i,��,++,,1li�� f scant ech t e .� * nw NAME: ■}�. #�+.+Y( /�M1���MY1Y1_/��{ -�M\j.,�•i� F.+M R.. • • N m�a. b 1uI4✓'�*M • 1J � iwF , Mw ��Atat�. NON ntech�tarmwr.ex�m ATE: 1 1l1P0500-4 ...�c .. ... .. I i i� w Call 2 Working Days Before You Dig 1mmk500www Alll� rill ` Underground A) 41 i, i 4.wJ / �j 00 L Z a Idimppr z X C 0 C) 0 ` • N /1Y«YAI ,C:c 0 ', CL L 0 CL ••►YYY�Y 6.,] Ij 1 • rrw w o I W �". 0 '491 i+/ �Yw 0 C) aYir* CL i i PROJECT NO. 20002.00 BRAWN BY: A JH GENERAL NOTE5 rB C 1) ,BTOR.,MfILTCR, BY CONTCCH 5TORMWATEK SOLUTIONS; PORTLAND, CAR (800) 5 8-4 7; SCARBOROUGH, MC (877) 07-8 7G; LINTH ICUM, MD (8G ) 740-3318R 4" OPENING 2) rILTC TO BE 51PHON�-AC TUATED AND 5rLF-CLEAR ING. OUTLET TS :STUB 10 PERMANENT POOL 3) STCCL STRUCTURE TO BC A�NUFAC; TURED Of 114 INCH STEEL PLATE. { NOTES TC) ELEVATION 4) STORRMPILTER REQUIR,CS 2«3 fC OF DROP FROM RIM TO OUTLET. INLff SHOULD NOT BC LOWER, THAN OUTLET. INLET (If APPLICABLE) AND OUTLET PIPING TO BC SPECIFIED 133Y ENGINEER AND PKOVI DCD BY CONTRACTOR. WO A ) CBSI� EQUIPPED WITH �- INCH (APPROXIMATE) LC�Nc� STUBS I~C�R INLET' (IF APPLICABLE) AND OUTLET PIPING. STANDA�R�D OUTLET ` WALL Nor OVERLAP I' STUB 15 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB 15 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPINGA ♦ 4.4 �i .i� p i '# ,ep 0 . ♦ ^R. . , , SiF BE MADE U51NG FLEXIBLE COUPLING BYCONTRACTOR. VARIES t1-? A RATING, CONCRETE I REQUIRED. b • » , » . y ` ». ♦ ) PQ 0 LOAD RA NCB CONCR� COLLAR S REQU � CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARB TO BE q + • ` • P • q ` • • * `+ a y • • * • ` y y • • Zia • y � ` a • • i 2'- 3 /811 2'-°3 S/8" MAX, PROVIDED BY CONTRACTOR, P a« •P� .._...... ....... a 7) ALL 5TORRMPILTC REQUIRE REGULARR MAINTENANC • I�EPCR� TO OPERATION AND MAINTENANCE GUIDELINES PC�R MORE : , INFORMATION. V2 i a ` •` ♦•` • t p#.git A 2-CARTRIDGE "'RiM• CAT H A51 . . • » . • t 5TO411 OUT STUB INII rr �rl JR �� LTE DADA • NO Ld (SCE NOTES 4 5) 1 (C PTIC NA,L) STRUCTURE ID 2 -1 * �.--- "---� :# ' : INSIDE (SCE NOTES 4* 5) WATER. QUALITY PLOW RATE (d5) 0,0303 • •♦ •� ,• • J 2"0 OUTLET PEAK FLOW TC {� I cF�) C�,C785 ��r• • • , «q , , » ,; t . , . . . ♦ w q #a p ••�i • q b r #„� a , b PIP FROM 2'-0 11211 RETURN FER I OD Of PEAK PLOW ( m) `?,3 100 • UNDCRD IN OUTSID., CARTRIDGE I�L.C7 RATE � 1 5 OR m) �C • .� q ,� •, t �►. ,, .• . •` °# •q q" ,••• a`•� • • i # MEDIA TYPE (C5F, PCR,LITC, 1'G) 2PG 1M RIM ELEVATION L434.3 to SCUM BAPrLC R..CINfORCING BARS 2-CARTRIDGE CATCHBASIN SECTION VIEW PIPE DATA I.E. DIAMETER, I N L�i"R TLa (SEE NOTE ) I N L TU D ,�� °i (OPTIONAL) �l OUTLET STUB 427Y 5 '511 (SE ) 1 C NOTES y CON FIGURATION OU LET 2-CARTRIDGE CA- PLAN VIEW I NLET 41'0 OPENING SLOPED LID NO ( ) 0LID COVER YE-5 INLET GRATE OTE5/5P CIAL REQUIR NT5; � /11 LIFTING EYE OUTLET STUB ACCCS�a C VCR CIF �4) (SEE NOTES �4* 5) ( ) INLET GRATE ACCESS COVER :.J, t\} as # .rwwr M. 9. Off i • ` s s r A y ' • •s ,yam • * �',f b a a • •R •! 1 1 (yw�iWy /yy /P�w • #P •� p # a 'q • M a 4 ♦ R i P •`� i b qY 0. i b Ai #♦ Pb P �K •�_•, Y • W • '' CONCRETE CCU , . POOL ELEVATION �♦ ..t #• � } (SEC NOTE ) • i y Ci CARTRIDGE 11-G" •♦ .» UUU . • , •• 21-411 • 5TORMIFILTER SUPPORT (T P) • IN SDE RIM CARTRIDGE OW) , # Yb p • y _ CLEANOu (SEC NOTE 2) ♦ •* ACCESS P'LL,1C w��.Y��� r ��,�,*. • #. CAN WEIR WALL UNDCRD IN y • ♦ A MANIf LDSECTION1� w«! wbi �.. r • • y • # O • q y ° " �p a 4 + s • • "� b P • P •.4#w b ® « 1 +� 1—li 21 .iRr• G»» ... 0• � *« „�,+� • .+� " �g� •i +bA p ' i` 0.40 s# y *� +�' i a i � , + s • •` ♦ a0 a a P P' # #`4 P Y� • M " # • • ab II• # • Y • a a, •.�# a INSIDE. INSIDE IN51DE ♦ i« •. A t kk�r 21-411 21-411 21-411 Y +II C II�JJ51DE RIM II~ 51DE RIM INSIDE RIM THE 5TQRMWATCR MANAGEMENT 2-CARTRIDGE— SECTI 51; rmFiltero THE $TORMANATER MANAGEMENT 9tormhlterO ��� THE 5TORMWATER MANAGEMENT OUTSIDE KIM Stormhltere U.S, PATENT No. 5,322,G29, No. 5,707,527, No. 6,027,G39 U.9, I"'A7t NT No. 5,322,629, No. ,1„, 07,527, No, G,027,G30 U.5. PATENT No. 5,322,G29, - TOP VIEW 1 No. 5,707,527, No. G,027,G39 �^^ ,�+ 9 0 y G2 p 7G • Nc�. i,�`a9,C748, Nei, 5,G2q•,5 0 k�', AND OTHER U,�Y.l' AND FOREIGN No. 6,C-,t9,048, No, 5,G24,576,' AND OTHER UP5Y AND FOREIGN No. 6,G49,048, No. 5,G24,57G, ' AND OTHER U.5• AND FOREIGN . O C�C►I�TECIH SGuntur Solutions P ATENTS PENDING R R Pe\TENTS PENDING C2000 C ONlrECH Storm t r Solution • PATENTS PCNDV� IG 0200 ONTECH tormw� t r Solutions t D WIN^4v&bjv STEEL CATCHBASIN Li STEEL CATCHBASIN STORMFILTER DRAWING WIPlG STEEL rrmp"Im..im �Nw PLAN AND SECTION VIEWS SECTION VIEWS mr^wft 2 TOP VIEW,T 3 STOMMWATER JS I V ER n 57ORMWATEF% STANDARD STANDARD DETAIL - 2 CARTRIDGE UNIT2 DETAIL L CARTRIDGE I. OWTIONCARTRIDC--w'L`-': Tea. 1/33 �. rHc• 303 Y Y; c�antach�rrnwa#ear. DATE: ?/i}'l/Q5 SCA►l«�Y NONE �1L� NA,M� �' �� D . Miiw CHEC��EI�. AEG « W �r ter, ire DA, � jx�9 i � �A�,.�tl �" },+++� C� WPC Y. l�+y,IF KC� T 4 ! A. .. ,. N..,a FILE � �f ® ~� 9 � � + ��, �. c�srz-��aTL AI�tG {( �j(�",,�} s ■y�1�� AL,�. (/y� FILE NAME... 85�/Jy�a �}�Y�/T+e DRAWN: JW CH�+�ri�D. {gyp i Y« 4 � W R • 1 •� � R+I� R � N V M M+ 4w M A• i.M cc�n ec s ��� com `1'E' � 1/tl1lo� s IvER c i cRa cw C) (N w w CE Call 2 Working Days Before You Dig 4�1111 A""00�m 2 1555 Utilities Underground Location Center (1D,MTND,0RWA) V a �M o00 00 a V) Q C Z x O ~ Lj Li E Y V� 0 N Z W N� J Z ..� Cn LO O O -r. AF- �J PROJECT N0. 2005023.00 DRAWN BY: JVH CHECKED BY: HEH z �o z LO Lj 0 LO Ld z L0 0 loom � U N Flow o � z Uj Z =40C V) :D<CWNW X pe) X m=j V) V) >no 0 >w 441% L < V) < �Wjwr**4%%w F=m? Umm �CNQ V) LLM V) V)